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HomeMy Public PortalAboutAPP 20-4 (Large Plans in File)(/owner 3 Name: Se f +-d j e P5'. Address: 2 9 "/ 3 Polo PART 1. APPLICATION REQUIREMENTS To tae completed by Town Staff during pre -application conference. A. Review and Approval Processes 1. N. Ocean Overlay Permit and Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review q.?bemolition Permit Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review 9. Sign Review q?Site Site Plan Review, Level III Plan Revision 12. Special Exception Review 13. Subdivision Review 14. Variance Review 15. Rezoning Review 16. (Other) Application Materials OFFICIAL REC USE NEED ` ONLY REC REV NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 67 1. Completed Development Application 2. Fee ofij + ?c, a0+ 1g ,r,ep =(f14,i,eQ 7 17 3. Generation Location Map (on site Plan) 17 4. Site Plan (2 full size, 15 reduced to 11x17*) t✓ 17 5. Building Elevations (2 full size, 15 reduced*) V. 17 6. Floor Plans (2 full size, 15 reduced*) V 17 7. Roof Plans (2 full size, 15 reduced*) �' (1) 8. Perspective and/or Color rendering (Recommended for meeting) 1 9. Drainage Plan (if site is altered) 17 1 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition le/ - 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 177 14. Survey (11" x 17") I' 15. Subdivision Plat 16. Concurrency Documents 0 17. Proof of Ownership (warranty deed) V 1 18. Agent Affidavit V'. 19. List of Adjacent _ Property 0 Hers of . V gnvelo es' 20. Property owners withi 5' 300' stampe ldressee. nve oyes, no r urn a ress ✓ (1\`') 21. Property Owners Affidavit V V 1 Set 22. Photos of Existing Home (if applicable) d 23. Construction Traffc Management Plan: Prior to Permit Prior to Permit WM 24. Damage Bond: 551/12c) be an original full • re wired two copies shall *NOTE: Where multiple copies of a drawing are q size (24" x 36") drawing which is signed and sealed. AU other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. X:\DEPUTY SHARED\Forms\Bldg & 0cc Reg Dept Forms\Level 3 Pre-Appl. Cklst.docx Page 1 ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE GULF STREAM BERMUDA STYLE LOT COVERAGE 5,240 SQ.FT. / 16,772 SQ.FT. = 31.2% PERVIOUS AREA 8,324 / 16,772 SQ.FT. = 49.6% IMPERVIOUS AREA 8,449 / 16,772 SQ.FT. = 50.4% SETBACKS SETBACKS REQUIRED PROVIDED . FRONT SETBACK 30'-0" 35'-1 3/4" REAR SETBACK 20'-0" 27'-4 3/4" SIDE SETBACKS 15'-0" (MIN. 30% OF LOT WIDTH) 15'-0" /15-4" MAXIMUM HT. 30' TO RIDGE 25-9" TO RIDGE TOWN OF GULF STREAM GROSS LOT AREA 15,589 SQ.FT. / 0.358 ACRES EFFECTIVE LOT AREA 15,589 SQ.FT. / 0.358 ACRES FAR CALCULATION EXISTING DEMO NEW NET 1ST FLOOR LIVING 0 SQ.FT 0 SQ.FT 4,000 SQ.FT 4,000 SQ.FT CEILING OVER 15' (DOUBLE) 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 2ND FLOOR LIVING 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT 1ST FLOOR COVERED (PORCHES, OVERHANGS > 2 1/2") 0 SQ.FT 0 SQ.FT 314 SQ.FT 314 SQ.FT 2ND FLOOR COVERED 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT AWNINGS > 3' AND SCREEN ENCLOSURE (AT 50%) 0 SQ.FT 0 SQ.FT 0 SQ.FT 0 SQ.FT GARAGE 0 SQ.FT 0 SQ.FT 626 SQ.FT 626 SQ.FT OUT BUILDING 0 SQ.FT 0 SQ.FT 300 SQ.FT 300 SQ.FT FLOOR AREA 0 SQ.FT 0 SQ.FT 5,240 SQ.FT 5,240 SQ.FT TOTAL GROSS FLOOR AREA 0 SQ.FT 0 SQ.FT 5,240 SQ.FT 5,240 SQ.FT FIRST 20,000 x .33 16772 X .33 = 5,534 OVER 20,000 x .20 N/A TOTAL ALLOWABLE FAR PER MANUAL 5,534 TOTAL HARDSCAPE AREA 3,523 SQ.FT. REQUIRED LANDSCAPE AREA (LOT SIZE x 40%) 6,708 SQ.FT. ACTUAL % LANDSCAPE AREA 7,051 SQ. FT. (45.2%) TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT W. MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN DONNA S. WHITE June 30, 2020 Seaside Builders 185 NE 4th Ave. , ##104 Delray Beach, Fl. 33483 Attn: Mr. Laudani Dear Mr. Laudani: Telephone (561)276-5116 Fax (561)737-0188 Town Manager GREGORY L. DUNHAM Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on June 12, 2020, your application for a Level 3 Architectural/Site Plan Review to permit construction of a one- story, Gulf Stream Bermuda style dwelling with 2 one car garages, 300 sq. ft. guest cottage and swimming pool was considered. The Application for a Demolition Permit to remove all structures from the property at 2943 Polo Drive, a Land Clearing Permit to prepare the lot for new construction and a Level 3 Architectural/ Site Plan to permit construction of a one-story 5,240 sq. ft. single- family Gulf Stream Bermuda style home with two, one car attached garages, a swimming pool and a 300 sq. ft. guest cottage were approved conditioned upon the following: 1) Prior to the issuance of a Building, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2) Any modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. This approval shall expire on June 12, 2021 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very '? truly yours, Rita L. Taylor Town Clerk cc: Rich Jones Arch. 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 20-04 Address: 2943 Polo Drive Proposed Improvement: Approvals Requested: Land Clearing Permit: Demolition Permit: Level III Architectural/Site Plan: Gross Lot size: 15,589 sq. ft. Owner: 2943 Polo LLC Agent: Seaside Builders The construction of a one-story, 5,240 sq. ft. single- family Gulf Stream Bermuda style home, with 2,1 car attached garages, a swimming pool and a 300 sq. ft. guest cottage. To clear the property for construction. NOTE: The landscape architect has a tree disposition list on page L-1 of the set of plans. To demolish all structures on the property. To permit the construction of a one-story, 5,240 sq. ft. single-family Gulf Stream Bermuda style home with 2, 1 car attached garages, a swimming pool and a 300 sq. ft. guest cottage. Effective Lot Area: 15,589 sq. ft. Proposed Total Floor Area: 5,240 sq. ft. Allowable: 5,534 sq. ft. Zoning District: RS -C First Floor Eave Height: 10' 6" Issues Considered During Review: Section 66-144 Standards: Regarding Level II & Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-187 Table of district standards Motions: Motion to approve a land clearing permit to clear the land for construction. NOTE: The landscape architect has provided a tree disposition list on page L-1 of the set of plans. Motion to approve a demolition permit to demolish all structures on the site. Motion to approve a Level III Architectural/Site Plan based on a finding that the construction of a one-story 5,240 sq. ft. single-family Gulf Stream Bermuda style home with two (2), one (1) car attached garages, a swimming pool and 300 sq. ft. guest cottage meets the minimum intent of the Design Manual and applicable review standards with the following conditions: TOWN COMMISSION File # 20-04 ARPB: May 28, 2020; TC: June 12, 2020 Page 2 1. Prior to the issuance of a Building Permit, the owner of the property shall prepare and sign a Gulf Stream Driveway Removal Agreement. 2. Any minor modifications in the approved landscaping shall be submitted to the Town Manager for review and approval and any major modification shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. ARPB Date: May 28, 2020 Action: Land Clearing Permit: Approved 5-0 Demolition Permit: Approved 5-0 Level III Architectural/Site Plan: Approved 5-0 TC Date: June 12, 2020 Action: Land Clearing Permit: Demolition Permit: Level III Architectural/Site Plan: Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission_ To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # .0 PART II. GENERAL INFORMATION To be completed by all applicants. A. Project information ry ' I.A.1. Project/Owner Name: t�14 2Y J R \ D W� I.A.2. Project Address: Cam+` i 5 '-'V\a \ \ ' ` e_c)'m I.A.3. Project Property Legal Description: ®" -21U►1 s-tream PitRytkeq,�-�1�J. ayma\t5% I.A.4. Project Description (describe in detail, including # of stories, etc.) x's a (31 a rg, rewonu. rep i C_GP us/ ()elk) 5 40 S• 1 S\Y \e r ne I.A.5. Square Footag of New Structure or Addition: Architectural style: I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section 8) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) �(��{(� h j ( }� I.A.7, Proposed F.F.E: 9'c 0 Type of Foundation: �)F,t` ° `'ii l 1 t(`(O\1 ' "r( B. Owner Information I.B.1. Owner Address: 1.8.2. Owner Phone Number: 662k 69--3 ' Gr ✓v 104 kvaLN beano 18.3. Owner Signature: Fax: C. Agent Information (� (� I.C.1. Agent Name and Firm Name: S , t),(16LUI J I.C.2. Agent Address: Ko t 4 V \t/L a atel- I:WM) KOD i 1.0.3. Agent Phone Number (0) 1.0.4. Agent Signature: ell Fax Official Use Only Pre -App Date: ARPB Date: App Date: Recommendation: Com Date: TC Date: Decision: Application for Development Approval, Form ADA.32000 Page 2 September 2004 J Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification pp �( III.A.1. In what zoning district is the project site located? @�,, `'eo ' 1'a III.A.2, Is the project compatible with the intent of the zoning district ? Explain: No III.A.3. Is the project consisten t the Future Land Use Map and goals, objectives and policies of the No Comprehensive Plan? Explain: III.A.4. How are ingress and egress to the property to be provided? III.A.5. How are the following utilities being prb�+lded to the property? a. Stormwater Drainage On b`i'ei tX l b. Sanitary Sewer buc l `11C� tai\ ¶A -C. 1t F4- � Ark c. Potable water d. Irrigation Water e. Electricity f. Telephone g. Gas h. Cable Television LD1 c TT S . Ce-- tvt A(N near III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) N)Pc PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements area within fifty feet (50') of the A1A (North Ocean Boulevard) "Yes", Section B of this part must be completed.) IV.A.1. Does the project involve right-of-way? Yes IV.A.2. Does the project involve the demolition of one or more structures? (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an ex fifty percent (50%) of the landscape area of a developed lot? Yes (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pro'' -t variance with any regulations contained in the Zoning Code? Yes No ( "Yes", Section G of this part must be completed.) No vacant lot or more than Application for Development Approval, Form ADA.32000 Page 3 September 2004 WC T'c Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? IV.B.2. Describe the need and justification for the rtdisturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? NIR IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit IV.C.1. When are the existing structures to be demolished? IV.C.2. When are the proposed structures to be constructed? D-Lkul 0-0 yeMAA tel\itt, At,1Q1�%�t �p2C� IV.C.3. What is the landmark status of the structures to be demolished? Smite. FUN k ePsic4a,r_e� D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: NI) PC IV.D.2. Describe the need and justification for the removal/relocation: ` IV.D.3. How is the removal from the project site of vegetation to be mitigated: gC \S IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? z _ _ _ s ,..ter, n .-t-i-ee5s/ pal IV.D.5. What replacement materials are proposed? SPA proL pkO h SArati- L-1" Application for Development Approval, Form ADA.32000 Page 4 September 2004 Property Across the Street r S' HIGH CMU GARDEN WALL W/ CMU PIERS LW (2) 204547 ALUM. CATE8 B WD. ARBOR (REFER TO 071. 1/47.3) b DRIVEWAY PAVERS PROVIDED FRONT SETBACK DRIVEWAY PAVERS S HIGH 0300 GARDEN WALL VW CMU PIERS WI (2) 2'-845'0' ALUM. GATES S WO. ARBOR (REFER TO Dn. 1/47.3) GAS METER ELECMETER 60 MAIN DISCONNECT (G.C. TO COOROIAT W1' FPL FOR SVCE SEE & LOCATION) GAB TANK. LESS GAS 978. 01 (GC. 70 COORDINATE SPECIFICATION / CARACIM 1 77.29' ANCHOR BLOCK RETAINING WALL (BY OTHERS) ggPROPERTY LINE 1247 REQUIRED BIDE ACCESSORY STRUCTURE SETBACK CO 150' REQUIRED SIDE SETBACK CO 1547 REQUIRED SIDE SETBACK AC OT ACO2 ACSS 16R.19 GAS TANK- LESS GAS HTR. 02(G.C. TO COORDINATE SPECIFICATION / CAPACITY) ANCHOR BLOCK RETAINING WALL (BY OTHERS) aPROPERTY LINE Site Plan 4-0-H. BLACK ALUMINUM RAILING TO MEET POOL ENCLOSURE REDS. 15 x 34 4'-0- H. BLACK ALUMINUM RAILING TO MEET POOL ENCLOSURE REDS. POOL EQUIP. PROW RE0 S E, - r 1 - 1 Scale: 1"=10' RICHARD JONES ■ ■■ ARCHITECTURE 10 9.E FIRST AVENUE ( SUITE 102 DFLRAY BEACH FLORIDA 33444 V 361274.9186 1 F 161.274.9196 AA260016) 7 1 8326001056 W W W.RIARCHITECTURE.COM GENERAL LOCATION MAP lor PROPERTY LOCATION 2943 POLO DRIVE LEGAL DESCRIPTION LOT 13, REPLAT OF PART OF GULF STREAM PROPERTIES. TOM OF GULF STREAM. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 98, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA ADDITIONAL SITE DATA SITE LOCATION GULF STREAM CORE DISTRICT ARCHITECTURAL STYLE GULF STREAM BERMUDA STYLE LOT COVERAGE 5240 SIFT. / 16,772 80.77. • 312% PERVIOUS AREA 8,324/ 18,77280.FT.• 49.8% 0 w F, AA26001617 l 8326001056 IMPERVIOUS AREA 8.448/ 18.772 30.FT. • 50.4% SETBACKS SETBACKS REQUIRED PROVIDED FRONT SETBACK 30'-0' 35-1 3/4' REAR SETBACK 20-0' 274364' SIDE SETBACKS 15'47 (MIN. 308 OF LOT WIDTH) 15-0- / 154' MAXIMUM HT. 30 TO RIDGE 25'0'TO RIDGE COMMISSION R 20-005 DESIGNER: RJ DRAWN BY: GsJ PLAN REVIEW: RJ TOWN OF GULF STREAM GROSS LOT AREA 15,588 SOFT. / 0.358 ACRES EFFECTIVE LOT AREA 15,588 80.FT. / 0.356 ACRES FAR CALCULATION EXISTING DEMO 1ST FLOOR LIVING 080.77 0 SOFT NEW 4,000 SOFT NET SUBMITTALS: GULF STREAM SUBMITTAL 05.18.20 MAY 1 8 20 4.000 80.77 CEILING OVER IS (DOUBLE) D SOFT 0 SOFT 080.FT 2N0 FLOOR LIVING O 60.77 0 SOFT 080.FT 1S7 FLOOR COVERED (PORCHES, 000604NGS> 212') 080.77 SOFT 314 SOFT 314 SOFT REVISIONS 2ND FLOOR COVERED 080.FT 0 SO.FT 08OFT 080.FT AWNINGS> 3' AND SCREEN ENCLOSURE (AT 50%) 080.77 000.FT 080.77 GARAGE 080.FT 0 SO.FT 626 SOFT 82680.FT OUT BUILDING O SOFT 0 SQ.FT 300 80.77 300 SOFT FLOOR AREA 0 SOFT 080.FT 5,240 SOFT 5240 SOFT TOTAL GROSS FLOOR AREA 080.77 080.77 5,24080.FT 5240 SOFT FIRST 20,000 x.33 16772 X33.5,534 OVER 20,000 x.20 N/A TOTAL ALLOWABLE FAR PER MANUAL 3534 SITE PLAN TOTAL NARO87439 AREA 3,523 SOFT. REQUIRED LANDSCAPE AREA (LOT SEE x 40%) 8,708 SOFT. ACTUAL % LANDSCAPE AREA 7.051 S0. FT, 145210 SP -1 0 HIGH GARDEN WALL W/ GATES 6 WOOD ARBOR n n GK� u L AC #4 a STEPPING 0605 bj 1.11 b // // Cottage \\ .,,// 13'6" x 128 \ INVERTED HIP CLG. \ CLO_ II' Il REP Bath 9 4 `V 0-10.9 T-0" Col = = = = = Arbor 7 =__=T= =4r===_ SUMMER KITCHEN ➢[ 7'895' CLG 9lT: 8}11" x 5'6" Bedro 14'-4"x13 CLG. HT: 11 Bathroom 114"x54" CLO. HT: 11'8 Laundry 14,4"4 6'-2" CLG. HT: 11'-0 1 -Car Garage 13'-0' 922'8 CLG. HT: 13'8 8.0 NAV.D. 10,0 FLAT HDR, 10,13. FLAT HDR. Golf Cart 6'-0" x 22'-0° PAVERS SEAT (REFER TO POOL SHOP DWl35.) 15 X 34 Pool Pool Deck 28'8 12'8 CLG. HT: 13-1" LANDSCAPE 0 1 u In SHOWER 6' TUB • Master Bath I 14-4" x 8'.10` CLG. HT. 11'8 C (<I 11 \\\\ 11 II //// II ° _ •11I ll/i _ // // \\ L _ _// Master \\— _ _ //II Suite II\\ - ° // 18'-00"x17'-0" \\ 1 INVERTED HIP CLG. I \\ It \� I I' 1 7 1 1 /j1 ,..for... _ ����� I1 II II -11 ly I I Kitchen 19'-2' x 21'8 I 11 11 11 // =II CLG. HT '-0 11 " \\\\II GiloiaatRohm 111/z___//____ II 1 ��B' 6"x21'.6/i1 i3 \\ INVERTED HIP CLG. // — ----II, y )4 \\'‘ --II —IL—/ 4� I llgx //—I I — — I I—\� 12 — I b �/1 I FIN. II I N., / // I (.0'N.A.V.0J 1 I . 1 \\\\— J 7 I 11 11 I � 1 //�'1 1� I-- I 11 11 �'II �— 1i \\`11110'8 FLAT IIL 1f \' I HDR. H 10'8 FLAT HOR. H 108 FLAT 606. H 10'8 FLAT MDR. tl s CLG. HT: 11'8 11 Gallery I I CLG. HT: 11'8 12p r$1 I CLG. HT: 11'8 L_ 10'B FLAT HDR. 10'8 FLAT HDR. _ _ __ CLG. HT: 11'-0" — CLG. HT: 11'4" 100" FLAT CLG. HT: 1111:.6-0_1 1'8 I I \ / % 1 1 F-- 1 1 606. 1 I of l F r2. •I I� i 1 . 1 ofh,Ie� — N 11Den-2" 1 F I INVER" DHIP Ig 1 1 CLG. HT: 13'8 1 !g1 I /140 1\ Ib I at I 12 )mil 12 - I __ I II � II ___/z. — — L Dressing 6'6' x 8'-6" CLG. HT: 11'8 r J Terrace 5.5' N.A.V.D. I Hers 7'8 x 17-7" CLG. HT: 11'8 6.0 N.A.V.D. 1 -Car Garage 13'8 022'-0" CLG. HT: 13'8 8.3' NAV.D. O 1° 0 POOL SOUP. AC 83 AC 82 AC Al 5' HIGH GARDEN WALL W) GATES & 11000 ARBOR Floor Plan RICHARD JONES ■ 111 ■1111 ARCHITECTURE 10 9.5. FIRST AVENUE 1 SUITE 102 DELRAY BEACH. FLORIDA 55444 V 561274.9186 1 F 361.2/4.9196 AA26001617 1 IB26001056 W W W.RIARCHITECTURE.CO AA2600 .17 1 11526001056 COMMISSIO 20-005 DESIGNER: RI DRAWN BY: Get PLAN REVIEW 1L! SUBMITTALS: GULF STREAM SUBMITTAL 05.18.20 REVISIONS. FLOOR PLAN A-1 RICHARD JONES r O 4s 3x6 SMOOTH #1 CYPRESS WOOD BEAM WITH DECORATIVE END 3x6 SMOOTH #1 CYPRESS WOOD RAFTER WITH DECORATIVE END iO 0.H 0 FLASHED VALLEY E 6.12 6:12 R, 6:12 0 rc RIDGE CHIMNEY FLAT ROOF AREA (MIN. 1/4" PER FOOT SLOPE) 257 S.F. (4.1% OF TOTAL ROOF AREA) CHIMNEY QS 6:12 a 440 sy c 6:12 RIDGE 6122.. ti 6:12 1'-0" O.H. 6:12 6:12 i Roof Plan ■ ■ II II ARCHITECTURE 10S.E. FIRST AVENUE SUITE 107 DELRAY BEACH, FLORIDA 33444 V 5611749166 F 561174.9196 AA26001617 1826001056 V V/ VV RIARCHITEC TL'RE.TOM 2943 POLO DRIVE GULF STREAM, FLORIDA 1 1 1]811:7 I . : 11 1 R1 AA26001617 1 IB26001056 COMMISSION # 20-005 DESIGNER: RJ DRAWN BY: ('.J PLAN REVIEW: RI SUBMITTALS: GULF STREAM 03.`I:'_U SUBMITTAL REVISIONS: ROOF PLAN Scale: 3/16"=1'-0" A-2 r J K • F D D JJ West Elevation ROOF FEATURE HEIGHT A ELEV: 24'-0' m l 4 5 0 5 L Scale: 3/16"=1'-0" K B — BUILDING COLOR BUILDING COLOR - SHERWIN WILLIAMS 7005 PURE WHITE SHUTTER/RAILING/GATE COLOR/LOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN East Elevation Scale: 3/16"=1'-0" ROOF RIDGE HEIGHT ry ELEV: 20'-0" T.O. BEAM 66 ELEV: 12'-3' T.O. BEAM ELEV: 11'-0" T.O. FIN. FLR. SLAB � ELEV: 0'-0" (7.0' NGVD) T.O. FIN. FLR. SLAB ELEV: Jtreatn, EL, T.O. BEAM A ELEV: T.O. FIN. FLR. SLAB 6, ELEV: 2-0" (7.0' NAVD) T.O. FIN. FLR. SLAB ELEV: -7'-0" ELEVATION NOTES B INTERGRA 9" MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH LIGHT FIXTURE K FRONT DOOR - STAINED WOOD CROWN MOLDING/FASCIA/SOFFIT/BANDING/GARAGE/TRIM-SHERWIN WILLIAMS 7005 PURE WHITE D E CROWN MOLDING WITH SMOOTH STUCCO FINISH STEPPED CHIMNEY 2" SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL WOOD ARBOR DECORATIVE ALUMINUM LOWERED SHUTTER M N P L9 2' OVER 4' SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL 12" x 12" MASONRY PIER WITH PRE -CAST CAP 1'-6" H. x 1'-2" W. ALUM. LOWER w/ 2" STUCCO BAND @ TOP 8 BOTTOM (4" RECESS INTO BLOCK) 12" x 12" MASONRY COLUMN WITH 1' PROUD BASE WITH SMOOTH STUCCO FINISH ALUMINUM GATES DECORATIVE FINIAL RICHARD JONES ■ 1111 ■ P ARCHITECTURE 10STD FIRST AVENUE! 91156 02 OELBAV PEACH. FLORIDA 33444 V 561.274.9146 1 F 56/.2749196 AA260016 (7 l 1826001056 W W W. RJARCHITEC TURE COM FLORIDA LICENSURF AA26001617 I !826001056 COMMISSION 61 20-005 DESIGNER: RJ DRAWN BY: 063 PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.22(1.211 SUBMITTAL REVISIONS: WEST AND EAST ELEVATIONS A-3 JJ FLUSH PANEL METAL DOOR w/ AZEK TRIM (STAINED) 8'x 8" WOOD POST WRAPPED WITH AZEK TRIM WIT --I South Elevation C 2 A BUILDING COLOR BUILDING COLOR-SHERWIN WILLIAMS 7005 PURE WHITE SHUTTER/RAILING/GATE COLOR/LOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN 8 — E a North Elevation Scale: 3/16"=1'-0" �r S ‘ T } ','R TOL'in r, T.O. BEAM ELEV: 11'-0" 4' T.O. FIN. FLR. SLAB ELEV: 0'-0" (9.0' NAVD) T.O. FIN. FLR. SLAB ELEV: -7'-0" V (0.0' NGVD) T.O. BEAM ELEV: 11'-0" I T.O. FIN. FLR. SLAB ELEV: 0'-0" (9.0' NAVD) Scale: 3/16"=1'-0" T.O. FIN. FLR. SLAB ELEV: -7'-0" V (0.0' NGVD) RICHARD JONES ■ ■ ■ ■ ARCHITECTURE 10 S.E. FIRST AVENUE 1 SUITE 10>_ DELRAY BEACH, FLORIDA 15444 V 561.274.9189 1 4 561 274.9199 AA260016I7 /626001056 RJARCHITECTI: R r.13) 01 ELEVATION NOTES FRONT DOOR - STAINED WOOD CROWN MOLDING/FASCIA/SOFFIT/BANDING/GARAGE/TRIM - SHERWIN WILLIAMS 7005 PURE WHITE D INTERGRA 9" MEDIUM GRAY CEMENT TILE WI MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH CROWN MOLDING WITH SMOOTH STUCCO FINISH STEPPED CHIMNEY 2" SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL K M11 N LIGHT FIXTURE 2" OVER 4" SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL 12" x 12" MASONRY PIER WITH PRE -CAST CAP 1'-6" H. x 1'-2" W. ALUM. LOUVER w/ 2" STUCCO BAND (q TOP 8 BOTTOM (4" RECESS INTO BLOCK) 12" x 12" MASONRY COLUMN WITH 1' PROUD BASE WITH SMOOTH STUCCO FINISH FLORIDA LICENSURE 0A26001617 l IB2_6001056 COMMISSION # 20-000 DESIGNER: RJ DRAWN BY: Gs! PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20 20 SUBMITTAL REVISIONS. SOUTH AND NORTH ELEVATIONS WOOD ARBOR DECORATIVE ALUMINUM LOUVERED SHUTTER H FLUSH PANEL METAL DOOR w/ AZEK TRIM (STAINED) P' ALUMINUM GATES DECORATIVE FINIAL 8" x 8" WOOD POST WRAPPED WITH AZEK TRIM WITH 1" CHAMFERED CORNERS 8 1" PROUD BASE A-4 L Pool Deck BUILDING COLOR BUILDING COLOR - SHERWIN WILLIAMS 7005 PURE WHITE SHUTTER/RAILING/GATE COLOR/LOUVER - BENJAMIN MOORE HC115 GEORGIAN GREEN FRONT DOOR - STAINED WOOD CROWN MOLDING/FASCIA/SOFFIT/BANDING/GARAGE/TRIM - SHERWIN WILLIAMS 7005 PURE WHITE a 12 4 Great A oom Lr. Hall J L Foyer Building Section INTERGRA 9" MEDIUM GRAY CEMENT TILE WI MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH Courtyard T.O. BEAM hh ELEV: 11'-0" T.O. FIN. FLR. SLAB (j ELEV. (9.E' NAVD)VD" G9 r-07 of y T.O. FIN. FLR. SLAB ELEV:-T-0" 1.5 (0.0' NGVD) 1.� f&a! 7, FL W Entry Scale: 3/16"=1'-0" ELEVATION NOTES LIGHT FIXTURE SECTIONS 2" OVER 4" SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SILL CROWN MOLDING WITH SMOOTH STUCCO FINISH STEPPED CHIMNEY L, 2" SMOOTH STUCCO BANDING AT TOP OF TERRACE WALL F] WOOD ARBOR GI DECORATIVE ALUMINUM LOWERED SHUTTER L1 12" x 12" MASONRY PIER WITH PRE -CAST CAP 1'-6" H. x 1'-2" W. ALUM. LOUVER wl 2" STUCCO BAND G TOP & BOTTOM (4" RECESS INTO BLOCK) 12" x 12" MASONRY COLUMN WITH 1" PROUD BASE WITH SMOOTH STUCCO FINISH ALUMINUM GATES DECORATIVE FINIAL LH ' FLUSH PANEL METAL DOOR w/ AZEK TRIM (STAINED) LR J 8' x 8" WOOD POST WRAPPED WITH AZEK TRIM WITH 1" CHAMFERED CORNERS & 1" PROUD BASE RICHARD JONES ■ ■ III ARCHITECTURE 10 RE FIRST AVENUE 5UITE 102 DELRAY BEACH. FLORIDA 33444 V 5612749186 . F 561 2749196 AA26001617 1826001056 W W W.RJARCHITECTURE.COM o W n or�x _4=9- Z ? C, Q Q y co er m z 7, -2 LI2 a FLORIDA LICENSURE 9A26001617 11326001056 COMMISSION p 20-005 DESIGNER: RJ DRAWN BY: GU PLAN REVIEW: RJ SUBMITTALS: GULF STREAM 03.20.2 SUBMITTAL REVISIONS: A-5 WINDOW SCHEDULE DOOR SCHEDULE: RICHARD JONES ■ ■ ■ ARCHITECTURE 106.[. FIRSTAVEVUE SUITE 102 DELRAY BEACH. FLORIDA 321. V 561.2749196 F 561.2]44196 AA26001617 1 1626001056 06069.RJARCHITECTURE.0061 1�1C H Al�D J O NE. S AI=kC H I T EC f U FU O WINDOW SIZE DOORS FRAMES IJ DOOR SIZE WIDTH HEIGHT WINDOW TYPE FRAME FRAME COLOR ROUGH OPENING REMARKS A (2)2'-6" 6'-0" CASEMENT ALUM. BRONZE PER MANUF. SPECS PAIR OF WINDOWS WIDTH HEIGHT STYLE MATERIAL FINISH GLAZING REMARKS 0 1'-10• 4'-0" FIXED ALUM. BRONZE 0 FIXED ELIPSE WINDOW EXTERIOR C 2' 'E '-0 4" CASEMENT ALUM. BRONZE - 1 4'-0' 9'-0' SWING MTL BRONZE TINTED CUSTOM STAINED WOOD NINE LITE WOOD DOOR D 2'-6" 6'-0" CASEMENT ALUM. BRONZE - 2 9'-0" 9'-0" OVERHEAD MTL BRONZE TINTED FLUSH PANEL ALUMINUM DOOR W/ APPLIED STAINEDAZEK FINISH TRIM " E 3'-0" 3'-0" CASEMENT ALUM. BRONZE - 3 3'-0' B-0' SWING MTL. BRONZE TINTED - F 3'-2" 8'-0" FIXED ALUM. BRONZE SINGLE ASSEMBLY W/ PAIR OF FRENCH DOORS '5' 4 (2)2'-6" 8'-0" SWING MTL. BRONZE TINTED PAIR OF FRENCH DOORS G 2'-8" 8'-0" FIXED ALUM. BRONZE SINGLE ASSEMBLY W/ PAIR OF FRENCH DOORS '6' 5 (2)2'-6" 8'-0" SWING MTL. BRONZE TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW 'F' FIXED GLASS H 2'-6" 5'-0' CASEMENT ALUM. BRONZE MEETS EGRESS PER FLORIDA BUILDING CODE SECTION R310 6 (2)2'-6" 8'-0' SWING MTL. BRONZE TINTED PAIR OF FRENCH DOORS W/ ADJOINING WINDOW '0' FIXED GLASS J 2'-0" 3'-0" CASEMENT ALUM. BRONZE - 7 18'-0" 10'-0" SLIDER MTL BRONZE TINTED 4 PANEL(XXX%) POCKET (2 TRACK) • K 2'-3" 4'-0" CASEMENT ALUM. BRONZE V - 2943 POLO DRIVE GULF STREAM, FLORIDA SEASIDE BUILDERS 185 NE 4TH AVENUE SUITE#104 DELRAY BEACH, FLORIDA 33483 NOTES: 1. ALL EXTERIOR 2. COORDINATE 3. ALL WINDOWS 4. PROVIDE ENGINEERED 5. FIELD VERIFY 6. ALL WINDOWS MINIMUM CLEAR 7. APPLY ELASTOMERIC THE OPENING 8. USE LOUVERED 9. REFER TO WINDOW / DOOR UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT ALL ROUGH OPENINGS WITH WINDOW / DOOR MANUFACTURER - ALL DIMENSIONS ARE NOMINAL (CONCRETE OR / DOORS SHALL COMPLY WITH F.B.C. 6TH EDITION (2017). SHOP DRAWINGS FOR ALL WINDOWS / DOORS FOR ARCHITECT'S 9601EW AND APPROVAL PRIOR TO FABRICATION. ALL WINDOW / DOOR OPENINGS PRIOR TO FABRICATION. NOTED AS EGRESS SHALL COMPLY WITH F.B.C. SILL HEIGHT SHALL NOT EXCEED 44" A.F.F. - MINIMUM OPENING OPEN AREA SHALL BE 5.7 SQ. FT. (5.0 SO FT. © 1ST FLOOR). WATERPROOF SEALER AT ALL EXTERIOR MASONRY OPENINGS. SEAL ALL INTERIOR SURFACES OF THE OPENING ON EXTERIOR SIDE OF THE OPENING. DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED. ELEVATIONS FOR OPERABLE WINDOW SWING ORIENTATION. OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS). ROUGH OPENING) DIMENSIONS. HEIGHT SHALL BE 24" AND MINIMUM OPENING WIDTH SHALL BE 20" - INCLUDING BUCKS(AND EXTEND SEALER 12" BEYOND THE FACE OF WINDOW TYPES: DOOR TYPES: (AS VIEWED FROM EXTERIOR) 1'-101," y 4" Z 9-0 3-0" 5'-0" FLORIDA LICENSURE AA26001617 1B2fi00105fi EQ. EQ. EQUAL EQUAL , t m •{ . ' I I I � 1 I I I ' I I I I I 1 s 1 HI m m m _ m a :o e -- - 4 m m - COMMISSION # 20-005 RJ DESIGNER: R1 DRAWN BY: GO PLAN REVIEW: Rl ____ n ` ♦ SUBMITTALS: GULF STREAM 03.20.20 SUBMITTAL �` ` 0 E O 113" 103" 18'-0" TOP OF SLAB ♦ ♦ CASEMENT ♦ O O O FIXED CASEMENT 11'3" 10'3" OD E. CASEMENT CASEMENT 2'-6" TOP OF SLAB 656 0IOVi 5'-0' 3'-2" , 2'-8" 5'-0" 2'-8" r EQUAL EQUAL EQUAL EQUAL Z • 3•-2• 5•-0" 3'_2" f 2'A" 5-0" , 2'-8' - EQ. , ED. Z 4. 4 m 1 _ I r I +I � I II II 1 I� 4 J I I L LL J I Do o IF �� H II II I� LL L .✓. 11 II II � II I '. I .-._ - o. -- —__— --, II II — - I i a u II I �i l fl u u u II oh 1H —H1 I m n �-- 1 II 1 IIL_ m I p II N �',uloT, II II m m � m � 1 �I L° 1 q q 1 L III, .. I II I 1'. 1 II 9 I 1 �• � m h a WINDOW & DOOR SCHEDULE s --, - - s TOP OF SLAB 7 f., 1 - p 18 , 1 1.f lW)I Of I._: 17P --, .m TOP OF SLAB • F G H J K FIXED FIXED CASEMENT CASEMENT CASEMENT A-6 TRENCH DRAIN RIM EL = 5.0 MATCH EXIST EL ±4.5 0 0 420 MATCH EXIST EL t4.5 T jTENCH DRAIN RIM EL 5.0 to 1 I I I I I 15.0' i I GOLF - 12" PERF HDPE I I9 0.05 LOCATE EXIST 1 LIFT STATION TO REMAIN NOTE: SEE LANDSCAPE PLANS FOR HARDSCAPE MATERIALS & SPECIFICATIONS 12X6 INSER TA -TEE 2OLF 12" HDPE 0.0% RETAINING WALL BY OTHERS - TOP EL = 5.5 MIN RETAINING WALL BY OTHERS - TOP EL = 5.5 MIN r NORTH RIGHT OF WNNU CFF T.ANDSCAPE GOLFVIEW DRI .ANS FOR BRICK PAVER PATTERNS (PLAT LOT 12 BOOK 18, PAGE 98) CONCEPTUAL POOL DECK GRADING & DRAINAG SHOWN. EL = ±6.50 (PLAT B000T 14 K 18, PAGE 98) NOTE: CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF ALL IMPROVEMENTS AT TIME OF CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENVIRODESIGN ASSOCIATES, INC. RETAINING WALL BY OTHERS - TOP EL = 6.5 MIN 3 -RETAINING WALL �Y'-- OTHERS - TOP I EL= 6.5 MIN 10.0' Know what's below. Call before you dig. 10.0' '.I LOCATE EXISTING WATER SERVICE. VERIFIED SIZE & REPLACE IF NEEDED. 41 Site LOCATION MAP N. T.S. CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432--4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. NYLO-1 6.00 3.50 LEGEND: PROPERTY LINE SECTION IDENTIFIER PLAN PAGE DETAIL PAGE PROPOSED ELEVATION DIRECTION OF FLOW EXISTING ELEVATION DENOTES AREA OF PROPOSED BRICK PAVERS SEE DETAIL SHEET 2 - SEE LANDSCAPE PLANS FOR PATTERN DENOTES AREA OF PROPOSED HARDSCAPE BY OTHERS - SEE LANDSCAPE PLANS FOR DETAILS PROPOSED CATCH BASIN DENOTES 12" PERF HDPE PIPE IN 5' WIDE X 3' DEEP ROCK TRENCH (BOTTOM EL= 1.5') STRUCTURE TYPE -NUMBER RIM ELEVATION INVERT ELEVATION NYLO NYLOPLAST YARD DRAIN OR APPROVED EQUAL IL INLINE YARD DRAIN HOPE HIGH -DENSITY POLYETHYLENE PIPE T PROPOSED WATER METER PROPOSED WATER METER WITH BACKFLOW PREVENTER Da EXISTING GATE VALVE SCALE: 1" = 10' -5 0 10 20 5 15 ® COPYRIGHT 2020 BY ENVIRODESIGN ASSOCIATES, INC. THIS DRAWINC 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES. INC. a DRAWN: B.A.B. 2943 POLO GULF STREAM, FLORIDA CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018-ENG SHEET NO. 1 00 4 MBE" 1-t SAND 2" BEDDING MATCH EXISTING DRIVEWAY WIDTH OR 12' MIN. WHICHEVER IS GREATE 24' MAX. 8,10111 (2 -WAY) UNLESS OTHERWISE SHOWN ON PLANS SCORED OR SAW -CUT EXP JOINT JOPANSION JOINT SIDEWALK (3 (3000 P.S.I. CONCRETE) -F- SCORED OR SAW -CUT JOINT SIDEWALK �(6" CONC.) 1WIN10. ( D IVEWAY (TIP S `OPE (SAME AS OADWAY) DGE OF PAVEMENT NOTE: 4- UMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 OUTSIDE RIGHT OF WAY. 6' LIMEROCK BASE COMPACTED TO 98% PER AASHTO T-180 INSIDE RIGHT OF WAY. 4" FLOW -ABLE FILL (100 P.S.I. MIN.) (TIP.) PLAN SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. EMENT COLLAR SHOULD EXTEND UNDER ONE FULL 'MOTH OF BRICK 12" COMPACTED SUBGRADE TO 98% PER AASHTO 0-180 SECTION PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 CENTERED EXISTING EDGE 8" SOD & OF PAVEMENT TOPSOIL FILTER FABRIC CENTERED EXISTING GRADE SIDEWALK OF EXIST .) FILTER FABRIC 2. OF I" WASHED STONE (REQUIRED ONLY IN AREAS OF SUBSTANDARD PERCULAGON AS DETERMINED 8Y THE CITY ENGINEER) 6 50D & TOPSOIL 24" STONE SECTION 'A' -'A' NOT TO SCALE 1. CONTRACTOR TO REPLACE ALL IRRIGATION, TREES & SHRUBBERY IN SWALES DAMAGED DURING CONSTRUCTION. SWALE REPLACEMENT DETAIL D10.1 4.50 FT NAVD TOP OF TRENCH (TIP) 3.50 FT NAVD TOP OF PIPE (TIP) ////T / NON -PERFORATED INLET(sEEPELEUN)VA009_\ /-100% TOP OVERLAP 2.50 FT NAVD INVERT(TYP) k e$ fr 1.50 FT NAVD TRENCH BOTTOM (TIP) 015 DIAMETER PERFORATED H.D.P.E. of ///c�� t 2'• DIAMETER $HEX ROCK'• 2.0 FT NAVD CONTROL ELEVATION = IRAFI 140N OR APPROVED EOUIVALENT FILTER FABRIC • UNLESS OTHERWISE NOTED ON PLAN PROPOSED STRUCTURE ///(-`<C ///Ac'<:/ PERFORATED PIPE TRENCH N.T.S. 450 FT NAVD TOP OF TRENCH (TIP) 3.50 FT NAVE TOP OF PIPE (TIP) MIRAFI 140N OR APPROVED EQUIV. FILTER FABRIC 1.50 FT NAVE TRENCH BOTTOM (TIP) • UNLESS OTHERWISE NOTED ON PLAN PERFORATED PIPE TRENCH N.T.S. 18" INLINE DRAIN DETAIL NOT -TO -SCALE 18" HDPE RISER WITH DROP IN GRATE DUCTILE IRON INLAY GRATE RED DOT BUILT-IN LOCK BLOCK FOR GRATE LOCKDOWN CONCRETE FLOOR SLAB OR PAVEMENT SUBGRA \\\/% DE) i �%\/\ MIN. 4" BEDDING CONCRETE CONCRETE /FLOOR OR PAVEMESLABNT /\\ \\./\\/\\ \\/\\/\\/\\/\\/\\//W>..// . // CROSS SECTIONAL VIEW TRENCH DRAIN NTS POLYDRAIN CHANNEL POLYLOCK LOCK TOGGLE ANCHOR RIBS GRATE N0. 502 I• -4.9"--I PLAN VIEW *BT. INC. P.O. Box 837/259 Murdock Road/Troutman, N.C. 28166 800-438-6057 (U.S., Canada and Mexico ) or (704) 528-9806 Fax: (704) 528-5478 2" HDPE PIPE 3/4" WASHED ROCK WRAPPED IN MIRAFI FABRIC OR APPROVED EQUAL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800--432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. DRAINAGE DETAILS FOR: RESIDENCE 2943 POLO cn a w W z ., z DRAWN: B.A.B. CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018—DTL Know what's below. CaII before you dig. ® COPYRIGHT 2020 81 ENORODESIGN ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY, UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENDNG ENVIR00ESIGN ASSOCIATES. INC. SHEET NO. 2 OF 4 PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC) OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC ENGINEER. LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION ACCORDANCE WITH THE FDOT LATEST STANDARDS. 334 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST ADDITION. TH8 THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY ON THE DETAILED DRAWINGS. REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6" 1.2. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO AASHTO T-180. CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH. PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH 010 OF PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC METHOD "C" OF AASHTO T-180 SPECIFICATIONS. DEPARTMENT TYPICAL T -P-17, WHERE APPLICABLE. 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF 14. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED CONSTRUCTION AND COMPACTION OF THE SUBGRADE. TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM 15. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN AND MAGNESIUM IN THE MATERIAL. ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND 4. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF TH8 TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION, WHERE APPLICABLE. FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL 8E AS SHOWN ON THE 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 17. GRADES SHOWN ARE FINISHED GRADES. 5. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR 18. AVERAGE EXIST ROAD CROWN ELEVATION EL. 4.96' N.A.V.D. PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR 19. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO OF CLASS I I I OF ASTM C-76 AND WITH THE FDOT SPECIFICATIONS, LATEST EDITION. A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE MATERIAL. WRAPPED WITH FILTER FABRIC PER FDOT SPECIFICATIONS. 6. WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196 AND TO ALLOW FOR THE THICKNESS OF THE SOD. SECTIONS 125, 430 AND 943 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION. 7. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 8. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE 22. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREAS SHALL BE DEFINED IN THE FDOT SPECIFICATIONS, LATEST EDITION. PIPELINE AREA. BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (AASHTO) T-99 SPECIFICATIONS. 9. PRIME COAT SHALL 8E IN ACCORDANCE WITH SECTION 300 OF THE FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF SHALL BE RC -70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL BASES. 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER 10. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED. THE FDOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE GENERAL NOTES CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE 1 1 . ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE THE LOCAL UTILITY. OWNER. 12. ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL & HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE LOCATIONS. CONTRACTOR SHALL NOTIFY ALL. UTILITY COMPANIES FOR LOCATION AND GENERAL PUBLIC. DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION. 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE UTILITY STANDARDS AND SPECIFICATIONS. DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE ADDITIONAL COAST TO TH8 OWNER. WITH SEC. 8.24,8,5.1 5. ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 7.0' (WHICH FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN. IS ABOVE THE FEMA =12" FBC MIN). 17. ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE LANDSCAPING OF THE SITE. APPROPRIATE GOVERNING AGENCIES. 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL PERMITS. COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES. 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY SHALL 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND COMPLYING WITH ALL PERMIT(S) CONDITIONS. CONFORM TO THE FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST ED.). 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE 20. LANE CLOSURES WITHIN THE FDOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS OWNER. OF 9AM-3PM, MONDAY -FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FDOT 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE DESIGN STANDARDS (LATEST ED.) STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED CITY OF DELRAY BEACH GENERAL NOTES DEFINITIONS PROVIDE FOR THE SAFETY OF THE PUBUC IN THE WORK AREA. THE CONTRACTOR SHALL SUBMIT A 1. CITY - THE CITY OF DELRAY BEACH DETAILED TRAFFIC MAINTENANCE PLAN PRIOR TO CONSTRUCTION. 2. CONTRACTOR - UTIUTY CONTRACTOR AND ALL UTIUTY SUBCONTRACTORS 20. EXISTING BASE MATERIAL THAT I5 REMOVED DURING CONSTRUCTION SHALL NOT BE USED IN THE CONSTRUCTION OF NEW UMEROCK BASE. 3. ENGINEER - ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION 21. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL SHALL BE LEGALLY DISPOSED PROCEDURE OF OFF -SITE IN AN AREA AT T116 CONTRACTORS EXPENSE. 1. A PRE -CONSTRUCTION MEETING I5 TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE CITY, 22. CONTRACTOR SHALL UTILIZE CONSTRUCTION METHODS AND DEVICES, SUCH AS TURBIDITY SCREENS, CONTRACTOR. SUBCONTRACTORS. ENGINEER AND OTHER INTERESTED PARTIES. CURTAINS AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH ALL STATE AND LOCAL WATER DUALITY STANDARDS. 2. ANY REVISIONS TO THE APPROVED PLANS MUST BE APPROVED BY THE CITY PRIOR TO THE PRE -CONSTRUCTION MEETING. 23. ALL REINFORCED CONCRETE STORM SEWER PIPE SHALL BE CLASS 11, UNLESS OTHERWISE NOTED. 3. A MINIMUM OF THREE (3) COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY 24. ALL PAVED SURFACES SHALL BE PROPERLY MARKED PRIOR TO HOURS OF DARKNESS. PERMANENT SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING THE PAVEMENT MARKING STALLS SHALL BE LAID OUT USING MARKING CHALK. LAYOUT TO BE REVIEWED PRE -CONSTRUCTION MEETING. ALL PIPE MANUFACTURERS SHALL SUBMIT THREE (3) COPIES OF AN BY THE CITY PRIOR TO PLACEMENT OF FINAL MARKING. AFFIDAVIT THAT THE PIPE AND COATINGS WERE MANUFACTURED IN ACCORDANCE WITH AWWA C151/421.51-91. 25. EMBANKMENT (FILL) AND EXCESS MATERIAL REQUIRED FOR ROADWAY RECONSTRUCTION AND UTILITY INSTALLATIONS SHALL BE SUPPUED AND/OR DISPOSED OF BY THE CONTRACTOR, ALL COSTS 4. ALL APPLICABLE PERMITS MUST BE OBTAINED 1WT11 COPIES PROVIDED TO THE CITY PRIOR TO ASSOCIATED WITH EARTHWORK REQUIREMENTS TO COMPLETE 516 ROADWAY RECONSTRUCTION AND COMMENCEMENT OF CONSTRUCTION. UnLITY IMPROVEMENTS SHALL BE INCLUDED IN THE COSTS OF OTHER APPROPRIATE PAY ITEMS, 5. THE CONTRACTOR SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION DOCUMENTS ON 26. CONTINUITY OF WATER AND SEWER SERVICE TO CITY UTILITY CUSTOMERS SHALL BE MAINTAINED SITE AT ALL TIMES. THROUGHOUT THE DURATION OF THIS PROJECT. IF A BREAK IN SERVICE IS UNAVOIDABLE TO ACCOMMODATE CONNECTION OF NEW FACILITIES, 0 SHALL BE SCHEDULED FOR OFF PEAK HOURS WITH 6. ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE CITY DETERMINATION OF SERVICE BREAK REOUIREMENT WILL BE MADE BY THE CITY. THE CITY PRIOR TO CONSTRUCTION. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO 111E JOB SITE. 27. SITE INFORMATION BASED ON A SURVEY PREPARED 8Y: O'BRIEN. SUITER. & O'BRIEN INC. 7. THE LOCATION OF THE EXISTING UTILITIES AS SHOWN ON 111E PLANS ARE APPROXIMATE ONLY. THE 28. THE EXTENT OF ROAD CONSTRUCTION WORK TO BE COMPLETED BY THE CONTRACTOR. WITHIN THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN RAILROAD RIGHT-OF-WAY SHALL BE DETERMINED BY THE CITY AND COORDINATED MTH THE FLORIDA ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF OTHER UTI0TIES (NOT SHOWN ON EAST COAST RAILWAY COMPANY AT THE TIME OF CONSTRUCTION. THE PLAN) EXIST WITHIN THE AREA OF CONSTRUCTION, SHOULD THERE BE UTIUTY CONFLICTS, THE CONTRACTOR SHALL INFORM THE CITY AND NOTIFY THE RESPECTIVE UTILITY OWNER TO RESOLVE THE 29. RELOCATION OF UTILITY POLES AND GAS PIPE UNES SHALL BE COORDINATED BY THE CONTRACTOR UTILITY CONFLICTS ANO THE UTUTY ADJUSTMENTS AS REQUIRED. 841H FLORIDA POWER AND LIGHT, AND FLORIDA PUBUC UTI00ES, RESPECTIVELY. EACH UTILITY HAS BEEN NOTIFIED THAT THEY WILL BE REQUIRED TO RELOCATE THEIR UTIL10E5. 8. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL 70985 THROUGHOUT THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR 30. ALL CITY OF DELRAY BEACH STANDARD DETAILS INCLUDED IN THE CIVIL PLANS PREPARED BY DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES ENVIRODESIGN ASSOCIATES, INC. HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. AS NECESSARY TO PROTECT THE HEALTH, SAFETY, AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 31. CONTRACTOR TO FIELD VERIFY EXACT LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENIRODESIGN ASSOCIATES, INC 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS OF ALL OTHER UTILITY FACILITES. 32. NO PROPOSED IMPROVEMENTS, BUILDINGS OR ANY KIND OF CONSTRUCTION CAN BE PLACED ON OR MTIHIN ANY WATER, SEWER OR DRAINAGE EASEMENTS, UNLESS APPROVED BY THE CITY OF DELRAY 10. THE CONTRACTOR SHALL SCHEDULE INSPECTIONS AND TESTS `88TH THE CITY A MINIMUM OF 24 BEACH CITY ENGINEER. HOURS IN ADVANCE. 33. NO PROPOSED STRUCTURES SHALL 8E INSTALLED WITHIN A HORIZONTAL DISTANCE OF 10 -FEET FROM 11. CONTRACTOR SHALL NOT DISTURB EXISTING CITY MAINS OR STRUCTURES WITHOUT THE PRESENCE OF ANY EXISTING OR PROPOSED WATER. SEWER OR DRAINAGE FACILITIES. UNLESS APPROVED BY THE CITY A CITY INSPECTOR. CITY UTILITY SYSTEM VALVES AND APPURTENANCES MAY ONLY BE OPERATED BY OF DELRAY BEACH CITY ENGINEER. CITY PERSONNEL. 34. NOTE: ANY TREES OR SHRUBS PLACED `MTIHIN WATER. SEWER 0R DRAINAGE EASEMENTS, THEY SHALL 12. FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS: LD 1.1 & LO 1.2 DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE CITY. 35. ALL SIDEWALKS TO BE CONSTRUCTED IN ACCORDANCE VATH ADA REQUIREMENTS. ALL SIDEWALKS NOT 13. UPON COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL ACCEPTANCE OF THE WORK, A FINAL TO EXCEED 1:48 CROSS -SLOPE AND 1:20 RUNNING SLOPES. ALL RAMPS NOT TO EXCEED 1:48 INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. CROSS -SLOPE AND 1:12 RUNNING SLOPES WITH MAXIMUM RISE AND RUNS PER ADA REQUIREMENTS MTH RAILINGS WHERE NEEDED. LANDINGS WITH 1:48 CROSS- AND RUNNING -SLOPES ARE TO BE 14. PAVING, DRAINAGE AND TRAFFIC CONSTRUCTION SHALL CONFORM TO FLORIDA DEPARTMENT OF PROVIDED AT TOPS AND BOTTOMS OF ALL RAMPS, TRANSPORTATION ROADWAY AND DESIGN STANDARDS, STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND PALM BEACH 36. CITY OF DELRAY BEACH UTILITY DIVISION MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO ANY COUNTY TYPICAL T -P-17 (LATEST REVISION) UNLESS SHOWN OTHERWISE. SHUTDOWN AND/OR REMOVAL OF EXISTING WATER MAIN OR SANITARY SEWER LINES AT 561-243-7312. 15. AS -BUILT DRAWINGS SHALL BE PREPARED BY A REGISTERED LAND SURVEYOR. REGISTERED IN THE STATE OF FLORIDA, AND SUBMITTED BY THE CONTRACTOR TO THE CITY. 37. 711E EXISTING SANITARY SEWER LINE MUST BE. TELEVISED PRIOR TO AND AFTER ANY SANITARY SEWER SERVICE CONNECTION. REMOVAL AND/OR ABANDONMENT. 16. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY MATH FLORIDA STATUTE 553-851 FOR PROTECTION OF UNDERGROUND GAS PIPE LINES. 38. UPON APPROVAL AND 8651687 OF PERMIT, THE CONTRACTOR SHALL CONTACT THE CITY OF DELRAY BEACH DEPUTY DIRECTOR OF CONSTRUCTION AT 561-243-7320 TO SCHEDULE A PRECONSTRUCTON 17. CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE (1-800-432-4770) 48 HOURS IN ADVANCE OF MEETING PRIOR TO STARTING ANY SITE WORK, CONSTRUCTION. 39. ALL WATER METER SIZES TO BE DETERMINED BY PLUMBING ENGINEERING OF RECORD AND SHALL BE 18. GRADES SHOWN ON PLANS ARE FINISHED GRADES. THE CONTRACTOR SHALL BE REQUIRED TO CHECKED AND AUTHORIZED BY CITY OF DELRAY BEACH UTILITIES DIVISION. ADJUST EXISTING SANITARY SEWER MANHOLE TOPS AND VALVE 904 COVERS TO FINISHED GRADE. 40. ALL CITY OF DELRAY BEACH 2016 STANDARD DETAILS INCLUDED IN THIS SET OF PLANS AND DETAILS 19. CONTRACTOR SHALL MAINTAIN LOCAL TRAFFIC AT ALL TIMES DURING CONSTRUCTION AND SHALL BE HAVE NOT BEEN MODIFIED FROM THEIR ORIGINAL CONTENT. REQUIRED TO PROVIDE ALL BARRICADES, LIGHTING, SIGNAGE ANO FLAGMEN AS NECESSARY TO SAWCUT REFER TO PAVEMENT JOINT DETAIL RT 7.1 DIA. VARIES I 0ARIES I 1-1•_0" DITCH WIDTH (9) + 4' SURFACE RESTORATION 12" FINISHED (TYP.) SURFACE 1. REPLACEMENT BASE TO BE AT MIN. 12" THICK. 20. BASE MATERIAL SHALL BE PLACED IN TWO UFTS AND EACH LIFT COMPACTED TO 980 MAXIMUM DENSITY PER AASHTO 1-180 (MAX. LIFT THICKNESS = 6"). 2b. 12" EXCAVATABLE FLOWABLE FILL MIN. 100 P.S.I. MAY BE USED IN LIEU OF 12" BASE. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE JOINT REPLACEMENT BASE SEE TYPICAL BACKFILL DETAIL GU 2.1 FOR COMPACTION REQUIREMENTS. 4. ALL DISTURBED PAVEMENT MARKINGS SHALL BE RESTORED IN ACCORDANCE 'WITH CITY STANDARDS. 5. SURFACE MATERIAL SHALL 8E F.D.O.T.. TYPE S -I OR S-111 ASPHALTIC CONC. (MIN. THICKNESS 1 1/2"). 6. ANY PAVT. CUTS SHALL BE COLD PATCHED AT END OF EACH WORKING DAY TO FACIUTATE UNHINDERED TRAFFIC FLOW. PAVEMENT REPAIR DETAIL GU 1.1 . r'1f 18 21!20 !Owfl ut 6tream NOTES: EXISTING GROUND REMAINING BACKFlLL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATONS.(SEE NOTE 5 BELOW) 6" MAX. SIZE 18" MAX. UF1. GRANULAR BACKFlLL PLACED AND COMPACTED TO 980 MAX. DENSITY PER AASHTO T-180 7/8" MAX. AGGREGATE SIZE 6" MAX. LIFT. BEDDING MATERIAL COMPACTED TO 980 MAX. DENSITY PER AASHTO 1-100. 1. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK. DEBRIS AND LARGE ROCKS SHALL BE REMOVED; BEDDING MATERIAL AND BACKFlLL CONSISTING OF WASHED AND GRADED LIMEROCI( 3/8" -7/8" SIZING. THE PIPE AND/OR STRUCTURE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH W17H APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. BACKFlLL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, AND DEBRIS. COMPACT BACKFlLL TO 98% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWHERE.(AASHTO 5-180) 6 COMPACTION AND DENSITY TESTS SHALL BE COMPLETED DURING BACKFlLL OPERATIONS, CONTRACTORS NOT FOLLOWING THIS PROCEDURE, FOR WHATEVER REASONS, SHALL 65 REQUIRED TO RE -EXCAVATE THE AREA IN QUESTON, DOWN TO 114E BEDDING MATERIAL, THEN BACKFILL FOLLOWING THE ABOVE PROCEDURES. TYPICAL BACKFILL,DETA..IL cc! 21 CALL 48 HOURS BEFORE YOU DIG. Know what's below. CaII before you dig. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. © COPYRIGHT 2020 BY 608800E510N ASSOCIATES, INC. THIS DRAWING IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC. DRAWN: B.A.B. 2943 POLO CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018-DTL SHEET NO. 3 OF 4 0 0 INLET FILTER INSTALLATION W11H001 FRAME AND GRATE RE SUPPORT - MOULD 686", 5/5 GA. 49 $/100 SQ. FT. WELD HIRE SUPPORT. EXTEND 6' MIN. AT SIDES SECURE FILTER FABRIC TO FRAME AND GRATE BACKFlLL AFTER INSTALLATION OF INLET FILTER NOTES, NOT TO SCALE 1. CONTRACTOR 15 TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. A SEDIMENT TRAP WALL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. STORM WATER WILL REACH THE SEDIMENT TRAP MA CURB CUTS ADJACENT TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN LENGTH. STORM WATER MAY ALSO REACH THE BASIN MA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP I5 REMOVED. INLET FILTER DETAIL D 8.1 CONSTRUCTION ENT2ANCE LOCATION TO BE DETERMINED BY CONTRACTOR AS N EDED Er 0 TEMPORARY INLET; PROTECTION (TYP I I 15 EC + 1 I 1. THE INTENT OF EROSION CONTROL MEASURES INDICATED GRAPHICALLY ON PLANS IS TO PROVIDE A BARRIER TO CONTAIN 9LT AND SEDIMENT ON THE PROJECT SITE. THIS REPRESENTATION IS PROVIDED FOR THE 009619ENCE Ci 1HE CONTRACTOR. THE TEST OF ER09DR CONTROL EFTECIIVENES5 IS NOT TO BE DETERMINED Br ADHERENCE TO THE REPRESENT SET 0 ON THE DRAWINGS AND SPECIFICATIg1S, BUT BY MEETING THE REGULA1105TDRS SET FORTH BY THE AUTHORITY HAVING JURSDICTION OVER WATER WAUTY CONTROL AND OTHER SEDIMENTATION RESTRICTION REOUIREMENTS IN TIE REGION. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING GRADING, EXCAVATION. MAG. 0R OTHER LAND DSTURBANCE ACTIVITIES. EXCEPT THOSE OPERATIONS NEEDED NEEDED TO INSTALL SUCH MEASURES. 5. 4. 5. 5. INSPECTION OF ALL EROSDR CONTROL MEASURES SHALL BE CONDUCTED WEEKLY, OR AFTER EACH RAINFALL EVENT. REPAIR, ANO/OR REPLACEMENT or SUCH MEASURES SHALL BE MADE PROMPTY. AS NEEDED. KEEP DUST 0ITHIN TOLERABLE UMIT5 BY SPRINKLING OR OTHER ACCEPTABLE MEANS. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REWIRED IF DEEMED NECESSARY BY .SITE INSPECTON. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES SHALL RESULT IN CONSTRUCTpI BEING HALTED. DRAINAGE INLETS SHALL BE PROTECTED BY FILTER ANO GRADED ROCK AS PER INLET DETAIL ANY CACCESS ROUTES TO SITE SHALL BE BASED WITH CRUSHED STONE WHERE PRACTICAL EROSION CONTROL MEASURES ARE TO BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10. WHENEVER FEASIBLE. NATURAL 410010TON SHALL BE RETAINED AND PROTECTED. 1 1 ALL WORN IS TO BE IN COMPLIANCE WTH THE RULES AND REGULATIONS SET FORTH BY THE STATE OF FLORIDA, DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CITY OF DELRAY BEACH. DISCHARGE FROM DENATERING OPERATIONS SHAH BE RETAINED ONSTE IN A CONTAINMENT AREA. EROSION CONTROL NOTES DETAIL D9.1 (PLAT 80 LOT 12 OK 1 8, PAGE 98) TEMPORARY SILT FENCING (TYPICAL) (PLAT 80 LO 18,4 PAGE 98) STEEL OR EXTRA STRENGTH FILTER FABRIC WOOD POST NEEDED WITHOUT W180 MESH SUPPORT FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN 8E ATTACHED TO A 6 -INCH (MAX. MESH WARE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS i� Il�% iiill j III % jiiP�' IR�I/ NOTES, FLOW FLOW 10 FT. MAX. SP RE SUPPORT FENCE 6 FT. MAX. SPACING WITHOUT WIRE SUPPORT FENCE 1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WORE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6 FEET (1.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WIDE AND 4 INCHES (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH (25 MW) LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. 7. THE TRENCH SHALL 8E BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (N01) TO FDEP. SILT FENCE INSTALLATION DETAIL D 9.10 Sheet 1 of 2 10.0' FENCE POST (WOOD OR STEEL) FABRIC DIG 4" AIDE k 4" DEEP- TRENCH, BURY BOTTOM 8" OF FABRIC, AND ANCHOR W/COMPACTED BACKFlLL MATERIAL DIRECTION OF RUNOFF WATERS 1 4 SILT FENCE SECTION NOT TO SCALE PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF 100 FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT T9 INCHES INTO THE GROUND 090 BURY FLAP ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 z 0 f. u f u c c 11 C CITY / PUBLIC ROAD AGGREGATE NOTE, A CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND CONTAIN AN AGGREGATE LAYER (FOOT AGGREGATE NO.1), AT LEAST 6 -INCHES THINK. IT MUST EXTEND TO THE WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.10 rO6Vn of (= !r 6i'Ea1(] FL CALL 48 HOURS BEFORE YOU DIG. IT'S THE LAW 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. SCALE: 1" = 10' -5 0 10 20 5 15 ® COPYRIGHT 2020 BY ENMRODESICN ASSOCIATES, INC. 11115 DRAWING 15 PROVIDED FOR INFORMATIONAL PURPOSES ONLY. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIRODESGN ASSOCIATES, INC. 5 k OW 840 aw 2943 POLO z w m z z W GULF STREAM, FLORIDA DRAWN: B.A.B. CHECKED: J.A.P. DATE: 03/19/20 JOB NO. 20018-ENG Know what's below. Call before you dig. SHEET NO. 40F 4 / / I Relocated Torch Csin Existln� i L — _ Areca Palms — to-rerrra 4' HT. ALUMIN RAILIN C CMU RETAINING/ xTsiin Areca Palms, to remain \ / .- —" \ \ / \ ----\--/----7/--- ____,/ 4110. ALUMINUM ) 1 _ / , RAILIr8G'` � .. / ANC ILhite Bird, 12'x6' clump, to remove ANCHOR BLOCK RETAINI WALL (B OTHERS 4 HT. ALUMINUM RAILING 4' HT. ALUMINUM RAILING Clusia, 4' ht. to remain off site L___ Areca Palms, 25'ht. to remain off site DRIVEWAY PAVERS Areca -alms 14 to remain off site STEPPING PADS- 15 x 34 Paurotis Palm, 18' ht. 22 trunks, to remove / / N. / / / \ DRIVEWAY PAVERS / \ \ / / 1 1 1 1 Existing Areca Palms, / to remain elocated Torch Ginger 7-- \1/7AG ( 7 ( 4- ( ❑®I - _112 -Fishtail Palms, IS' ht., to remove Existing Areca Palm to remain GATE chnu Existing ANCHOR Areca Palms, BLOCK to remain Torch Ginger, 6' ht, to relocate. AJ \A1 4' HT. ALUMINUM RAILING ANCHOR BLOCK RETAINING WALL (BY 44 OTHERS) AG AL AD AE AF 4' HT. ALUMINUM RAILING ANCHOR BLOCK RETAINING WALL (BY OTHERS) ANCHOR BLOCK RETAINING WALL (BY OTHERS) 4' HT. ALUMINUM RAILING ougainvlllea 6' ht., in pot (overgrown), good for sculpture stump Ift Station i'' G N K N 0 P O W x AA 48 AC AD 4E 4F AG 414 Al AK AL AI'1 441 AO 4P AO AR LEG=END EXISTING TREES 10 BE REMOVED EXISTING TREES TO REMAIN EXISTING PALMS TO REMAIN EXISTING TREE LIST 500 B D Cocos nuclfera/Coconut Palm Cocos nucifera/Coconut Palm Ptychosperma elegans/solltalre Palm Roystonea regla/Royal Palm E Flcus awea/Strangler Fig Maus nitida/indlan Laurel LIVIstone hin:nelo/Chinese Fan Palm Mots nitideandlen Laurel Ficus nitlda/Indian Laurel Adonidla merrlilll/G1Tletmas Pah Tabebula heterophylla/PINk Tabebula Tabebula heterophylle/Plrk Tabebula COG. nuelfere/Cocarut Palm Bu4esla arbcrea/Verawood Llvlstona chlnensls/Chinese Fan Palm Llvlstona chlnens4/Chinese Fan Palm LIvlstona chinensis/Chinese Fan Palm veltchie mentgomeryemmontgamery Palm 4donidla memlllll/CYrlstmas Palm Wodyetla blfwcata/Poxte II Palm Psidlum gmjeva/Guava Adonldla merr11111/Ch lstnes Palm Llvlft0na chlnenels/ChInese Fan Palm Ptychesperma elegans/solltalre Palm Ptychosparme elegena/solltalre Palm Hyophorbe verecheffefll/Sphdie Palm Adonlda merrlllli/C#rlelmes Palm LIvIstom chlnarlels/Chinese Fan Palm Llvistom chlmnsis/Chinese Fan Palm Llvetone chinansis/Chlnese Fan Pelm Llvlstom china's's/Chinese Fan Palm Llvlstona chinensis/ChInese Fan Pelm Dypele Iutescens/4reca Palm Adonidla marc11111/Ckristmas Palm Nyop orbs versdbffeltn/spindle Palm Nyophorbe vmsrheffelul/Spindle Palm LIvlstona hlnensls/Chinese Fan Palm Wodyetla blfwcata,Foxtall Palm Phoenix roebe14n11/Pygmy Deb Pah Phoenix roebelenil/Pygmy Date Palm Ulodyetie bifwceta,Foxtall Palm Ficcus nitida/Indlan Laurel 4donidla merrlilll/Gristmas Page Llvlstona chimp's/Chinese Fan Palm (4-) 0 0 EXISTING TREES TO BE RELOCATED NEW LOCATION OF RELOCATED TREES PROPOSED PALMS PROPOSED TREES 30'oe.M. 30 oe. M. B' oe. ht. 45' 04. M, 24" dbh 45' M. x 40' spF. 25" dbh 45' M. x 40' spit, 4B" dbh 35' 0e. M. 40' M. x 40' spit. Si" doh 40' M. x 40' spr., 5" Gbh. 20 04. M, triple trunk 24' M. x 14' epr., 10" dbh 30' h4 x 11' spit, 0" dbh 20' oe. hl. 10' M. x 10' spit., 4" dbh, one sided 18'04. hl 1004. M. 1004. M. 30' oe. M. 12' 30' 0e. M. 14' ht. x 14' spr, multi trunk 16' oa. ht, triple tnnk 16' 04.1x. 24' 04. M. 22' oe. M. 12' oAl. ht. IB' oe. ht.. triple trunk 20' 04. hl 20 0.1.1d. 20' oe. hi_ 20' 04. ht. 20' 04. ht. 16' M. x 10' spit. 16' 0e. M, triple trunk 8' toe. M. 0 04. ht 12' 04. M. 20' oe. hl B' 04. M., double trunk B' oe. M, double trunk 20' 0a. ht. 25' M. x 34' spit., 48" dbh 18' 0e. ht_ 4 trunks 14' 0e. M. # These trees 6011 be relocated as possible based upon 101145 to get a good root ball. &Testa amain remove remove remove amain amain amain amain remove remove relocate # relocate # smelt, smelt, move relocate * amain remain ama In main emein amain amain amain smelt, mum relt te # remain relocate # relocate retITIOVO relocate # relocate # relocate # relocate # remain relocate NORTH pr 2.43 p• o d dame bodker landscape ardriechre/planiev itc. 601 n. congress ave., suite 105-a delray beach, florida 33445 561-276-6311 #LA0000999 sheet title: existing tree plan project number: 2820 date: 03/12/2020 scale: drawn by: Imb revisions: 5-6-2020-eng & wall/fence sheet: L—"1 of sheets / _- __ \ Cxlsting /' Areca Palms, / \` ' \ � / to remain /Relocated Torch Ginger _ /— — xT In — _\_ / Relocated Torch Ginger Areca Palm I2 \\ - -7'-- — -/- ^"' ""` 1 \ / `\ ▪ to remain aw =t / / -� 7- \ • �\ �:, 1/ G \i/._4k xisting Areca Palms to remain Existin L Areca Palms, — — — to-reira \ / 1 4' HT - — ..w �..., ./....... - .� �. _-. __..-. .. _ )'LAV,1 -- - - - 1j GATE rvEk di �. -AF SOD '/II m'p moir © � ��,�ilsimAkf�_,__}__\\ � , de OP ©m O I iailY "� �_1.,T__a W'ISI ANCHOR Areca xisting IP. I _ - "i —86D STEPPING Spp \ I BLOCK to remain PADS _ ' /SOD ALU RAILIING,, ANC 0 B • ANCHOR BLOC( RETAIN! WALL (B OTHERS 4' HT. ALUMINUM RAILING Ir 1 II Areca -alms 25'ht. to remain off site© Ii 0 WAVIIIIII WADI, -440i! 117 Areca -alms 14'ht. to remain off site 4' HT. ALUMINUM RAILING Clusla 4' ht. to remain off site my ki, SOD AMV win 9OD r1max, AF 600 / 1AJ 4' HT. ALUMINUM RAILING AI ANCHOR BLOCK RETAINING WALL (BY 44 OTHERS) AS AC • - 6411 AID IIAE Ir AF mmordi 90D 4' HT. ALUMINUM RAILING ANCHOR BLOCK RETAINING WALL (BY OTHERS) ANCHOR BLOCK RETAINING WALL (BY OTHERS) 4' HT. ALUMINUM RAILING =ougalnvlllea S' ht., In pot (overgrown), good for sculpture stump ift Station PLANT LIST SYI1 BOTANICAL/COMMON NAME AM CC CM £D PS Ts ALV BEG BRO CLU CYR DIA ETL FIG IRI IXD IXN LIR MAN OPH PHI PLE POD POP TRD vRI SOD Adonldla merrlllll Single CFrietmas Palm cyathea cooper) Australian Tree Fern Caryyota mitts Fleh6all Pelm Elaaocarpua Japanese Blueberry Fhoe Ix eylvestrls Syly ter Date Palm Tacoma stane Yellow Elder Alppinla zerumbet 'variegate' Variegated Ginger 116111K5 Be9odnlaata 'Alba' J ratT Block BrcfleIBal d x' Clusla guttlfera Clusla Cyrtomlum Falcatum Holly Fern Dlanella tasmanica 'Variegate' Variegated Blueberry Flax Lily Etlingqera slatlor Toro6 Gingar Flcus microcarppa Green Island FTcue Iris 000ISice Blue FI3g Iris Ixora 'Maul' Dwarf Ixora Ixora 'Nora Grant' Nora Grant Ixora Llrlope muscarl 'Evergreen Giant' Evergreen Glant Llrlope DI��aaladenia app. Mandevllla Vine Ophlopogon Japonicas Mondo Graae Philodendron 'RoJo Congo' Red Philodendron Dracaena reflexa 'Varlegata' Pleomele PodocaPodocarr�uuss maoropFyllua Podocarpus marcophyllua 'Pr)ngles' Pringlee Trachelospermum aslaticum Tllnima' Dwarf Asian Jasmine 'Wiesen lmparielle Impede) Bromeliad Zoysia empire Japonica Empire Japonica Zoysia TURF Root Barrier SPECIFICATIONS 18' oa. ht., singletrunk, matched 6' ht x 6' spr. 16' ht. x 6' epr., ftb. 6' ht. x 3' epr., conical 10' at, matched 14 ht. x 6 epr., 2" cal. 24" ht. x 24" epr., 24" oz. 18" ht. x 18" spr., 18" o.c. 18" ht. x 18" epr., 18" o.c. 5' ht. x 3' epr., 30" o.c. 12" ht. x 12" epr., 18" O.C. 10" ht. x 10" spr., 18" 0.c. 24" ht. x 24" spr., 24" o.c. 10" ht. x 10" spr., 12" o.c. 18" ht. x 18" spr., 18" o.c. 12" ht. x 12" epr., 12" oc. 24" ht. x 24" epr., 24" oc. 12" ht. x 12" spr., 12" oz. 6' ht., esp. to wall 4 column 5" ht. x 5" epr., 6" oz. 24" ht. x 24" epr., 24" o.c. 5' ht., 3ppp 4' ht. x 2' spr., 2' oc. 18" ht. x 16" epr., 18" 00. 5" ht. x 12" epr., 12" oz. 3' ht. x 3' epr. full, hash sod Artificial Turf 36" ht. 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DIOPECIWWINE 0,10 IWO PO ECM LE MANNED YEW WV OWN. SW. project: 2943 polo • rive ec !p y dame bob' er lent cape ere ecture/plannivIIC. 601 n congress eve suite 105-4 defray beach, florid+ 33445 561-276-6311 #LA0000999 sheet title: specifications details, notes project number: 2820 date: 03/1 2/2020 scale: N. T. s. drawn by: Imb revisions: A A sheet: L-3 3 of 3 sheets Existin Ficus to Remain Sylvester Date Palm Relocated Foxtail Palm Relocated P �m Date Palm Clusia 1 -led Existing Ficus to Remain Existing Coconut Palm to Remain Existing Fishtail Palms to Remain Clusia Ned.e Existing Ficus to Remain gxisting Chinese Fan Palms to Remain Existing Christmas Palm South Elevation West Elevation Scale '. 118.=l'0' North Elevation xisting Chinese Fan Palms to Remain xisting Solitaire Palms to Remain xisting Christmas Palm to Remain ______-Existing Ficus to Remain ylvester Date Palm /Relocated Pygmy Date Palm elocated Foxta i I Palm apanese Blueberry lusia Heolee �____--Existing Ficus to Remain /Existing Chinese Fan Palm to Remain /Existing Fishtail Palms to Remain _._Existing Ficus to Remain xisting Coconut Palm to Remain xisting Fishtail Palms to Remain Yellow Elder Sylvester Date Palm a-oject: 2943 pol+ drive trearn, fl dame bod er lend. • - architecture/planning itc. elocated Foxtail Palm 601 0. cosy,. ave., suite 105—a defray beaco, flcrica 33045 561-776-6311 xisting Ficus to Remain Relocated Pygmy Date Palm ,Clusia Hedge 41. 00000097 d-ae ,Itla. illustrative elevations project n t._ date: scale: drawn by: 03/'2/2020 Imo revisions: A A A sheet: IL -1 of sneers L Existing Areca Palms to Remain Existing Ficus to Remain Relocated Coconut -aim Christmas Coconut Palm to Remain ■■ �.■.�..■I �{. , �■Tr■11aZ•ir U•••ui " iii■ d tam fy`�Wlri m••• r. w r■■■1 ii•••IC� fitsom 21.12 '1 'w I, i. W ov ■ assn i. ,s i•••n r. tuna r,.... rr _ __Ammons-. onr ••o•r +•••••� Nomosommommea 1■■ ■■■■■■rrr■■■■rr1 iYr7�r7■ Yellow Ider Clusia Nedge Mandevilla Vin Dwarf Ixora J panese Blueberr Clusia Ned Existing Clusia Nedge (off site) Relocated Foxtail tylvester Date Palm I Aerial Bromeliad Relocated Pygmy Date Palm Existing Ficus to Remain xisting Ficus to Remain xisting Christmas Palm to Remain xisting Areca Palms to Remain xisting Palms to Remain Existing Chinese Fan Palms to Remain lusia Nedge Yellow Elder xisting Bougainvillea to Remain andevilla Vine wart Ixora apanese Blueberry lusia Nedge warf Ixora ylvester Date Palm elocated Foxtail Palm Existing Ficus to Remain dave bodker NORTH landscape a chitect we/panning it . 60' n ongress a suite 105 a delray beech, florid 33445 551-276-6311 #LA0000999 sh eat title: illustrative plan project nun- ber: 2820 dote: 3/19/2020 scale: drewn by: Imb revjsiors: A D A A A sheet: 2 IL -2 2 sheets GOLFV/EW DRIVE RECEIVE . MAR 18 2020 Town of Gull Stream, FL SURVEYOR'S REPORT/LEGEND: F = CENTER AE W.M = WATER METER 00. = SANrARY SEWER CLEAN WT +4.59 = ELEVATION BASED ON ACWTH AMERICAN VERTICAL DATUM 1984 SOURCE. 'L-9ET GRS 9Erwaw" FLOW ZCPE AE (EL 6) CCWM 'ITY PANEL N0. 125109 MAP NO.: 120990098E SLfFIX' F MAP DATE. OCTOBER 5, 2017 ALL DIAENSIONS SHOWN BASED ON STANDARD US FOOT ALL ANGLES AND DIMENSIONS ARE RAT AW AEASUED UIL£SS STATED 07HJ7WSE THIS SURVEY HAS ACHIEVED A ALNM AN LEVEL OF CLOSURE OF 1 FOOT IN 15,090 FEET A5 REOURED FOR COMVERCIAL/FIGH RISK PROPERTY CLOSURE WAS ACHIEVED BASED ON A REDUNDANCY OF AEASU7EMENTS FOR VERTICAL HORIZONTAL AND ANGULAR O1N50.55 NO TITLE WAS REVIEWED OR SEARCH OF THE PIEIJC RECORDS WAS MADE IN REGARD TO EASEMENTS THAT MAY AFFECT SLBECT PARCEL N0 SUBSURFACE SEARCH WAS MADE FOR UTEITES OR UNDERGROUND FOOTERS DESCRIPTION* LOT 13, /ERAT OF PART OF GLLF STREAM PROPERTIES, TOWN OF GLLFSTREAM ACCORDING TO TFE RAT TFEREOF AS RECORDED IN PLAT BOCK 18 PACE 98, RELIC RECORDS OF PALM BEACH COLNTY, FLORIDA_ CERTIFIEDTO. 2943 POLO, LLC, A FLORIDA LMTED LIABILITY COMPANY ARSALI L.L.C. OLD IEPLBUC NATIONAL TITLE 0SLRAPCE CO,PANY PAOSLA BEANAROO LEVME, LLP MAP OF AS -BUILT SURVEY SITE ADDRESS 2943 POLO DROVE, CUFSTREAM FLORIDA 33483 PARCEL 902: 20-43-46-03-05-000-0130 I HEREBY CERTIFY THAT rros 5LRVEY WAS MADE CEDER MY RESPONSIBLE CHARGE AND MEETS TIE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS VC MAPPERS IN CHAPTER 5J -T7, FLORIDA ADWMSTRATIVE CODE PURSUANT TO 5EC55N 472027, FLORIDA STATUTES ?VD cfr PAUL D. ENGLE vor vALDRI ST.Anwra SURVEYOR & MAPPER #5708 0 BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION (8353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: PAUL D. ENGLE 955 NW. 17TH AVENUE. SUITE K-1 DELRAY BEACH, FLORIDA 33445 (561) 276-4501 732-3279 FAX 276-2390 DATE OF 9RYEY FEB. 14, 2020 FRO BODY PATE AU 0126 75 REVISED: 44l/I%20 - AD'xD CWT. TO SCALE r = D, CORDER Hq 76-680e6 Prepared by and return to: Arsali, L.L.C. 515 N. Hagler Drive, Suite P-300 West Palm Beach, FL 33401 (561) 370-7428 File Number: 1105 [Stmts.: Above 'Flits I.ine For Recording Datal Warranty Deed CFN 20200101377 OR BK 31298 PG 1684 RECORDED 03/17/2020 09:55:43 Palm Beach County, Florida AMT 1,700,000.00 DEED DOC 11,900.00 Sharon R. Bock CLERK & COMPTROLLER Pg 1684; (1Pgs) This Warranty Deed made this 12th day of March, 2020 between Selva Ganesh and Jan Ganesh, Husband and Wife whose post office address is 11 Country Rd W, Village of Golf, FL 33436, grantor, and 2943 Polo, LLC, a Florida Limited Liability Company whose post office address is 185 NE 4th Ave 104, Delray Beach, FL 33483, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations. trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida to -wit: Lot 13, Replat of Part of Gulf Stream Properties, according to the map or plat thereof as recorded in Plat Book 18, Page 98, Public Records of Palm Beach County, Florida. Parcel Identification Number: 20434603050000130 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to 12/31/2019, In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: iUU2�4JV� �Q � Witness 6 Clnn Printed N, aJtte; J'tC. .- Witnes 1 Printed Name: •(+.'l.t(\p'1� [At'Sbi)j I�14i v t.Lo/i Witness �/ j Printed,tslome;,hj(1S t�-#Jd'1aGLi Witness Printed Name: 1-11 r ..5c -it State of Florida County of Palm Beach 1 Selva Ganesh The foregoing instrument was acknowledged before me by means o 12th day of March, 2020 by Jan Ganesh and Selva Ganesh who as identification. [Seal] fir ANTHONYARSALU Commission a GO 017658 yJExp'iree November 1, 2020 Ilea atlEnvTroyFatntnauaratoaatstol8 physical presence or [J online notarization, this are personally known or [_] have produced driver licenses Not Public -` Print Name: 1 t 1 rt ± ] r My Commission Expires: 11) [/'7 O'?' f' AGENT AFFIDAVIT STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) BEFORE ME THIS_ DAY PERSONALLY APPEARED (Owner) T �C Lj,t 1 Aron 1 , WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: buncream er e, i 13 AGENT'S(S) NAME: �.(,Q 430,1Ic\1° WC.) COMPANY OR FIRM NAME: AL -13 R Q (AL AGENT'S ADDRESS: 1 En Nb *11 / I Y V 1Yr Rol geWiti AGENT'S PHONE: c91 -c9 96618 FURTHER AFFIANT SAYETH NOT. (Owner Signature) ---- SWORN AND SUBSCRIBED BEFORE ME THIS R DAY OF niat , 20j0 MY COMMISSION EXPIRES: l \/ hj / 22, (NOTA PUBLIC) JESSICA L. HAZEL MY COMMISSION # GG 276284 EXPIRES: November 13, 2022 Bonded Thru Notary Public Underwriters TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. DRTHWEIN, Vire Mayor FRED 6. DEVITT III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT BEFORE ME THIS DAY PERSONALLY APPEARED MC I( b_ Telephone (561) 276-5116 Fax (561) 737-0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR _ WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (I) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, *(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: FURTHER AFFIANT SAYETH NOT: e) I,^[ 13 SWORN AND SUBSCRIBED BEFORE ME THIS __ 00\ _ DAY OF MGCUA-- . 20 _2,0_ MY COMtii 1ISSION EXPIRES: Deputy 'forms/const- 10/ 15/08 it i5i 2-2 € i:F:{Ni9�•,, JESSICA L. HAZEL I x , ' MY COMMISSION # GG 276284 EXPIRES: November 13, 2022 i Bonded Tlvu Notary Public Underwriters Detail by Entity Name Florida Limited Liability Company 2943 POLO, LLC Filing Information Document Number L20000070252 FEI/EIN Number NONE Date Filed 03/03/2020 State FL Status ACTIVE Principal Address 185 NE 4TH AVE 104 DELRAY BEACH, FL 33483 Mailing Address 185 NE 4TH AVE 104 DELRAY BEACH, FL 33483 Registered Agent Name & Address LAUDANI, THOMAS D 185 NE 4TH AVENUE 104 DELRAY BEACH, FL 33483 Authorized Person(s) Detail Name & Address Title MGR LAUDANI, THOMAS D 185 NE 4TH AVENUE, 104 DELRAY BEACH, FL 33483 Annual Reports No Annual Reports Filed Document Images 03/03/2020 -- Florida Limited Liability View image in PDF format (DATE) WEST COUNTY SERVICE CENTER 2976 State Road 15 Belle Glade, FL 33430 tel 561.996.4890 fax 561.996.1661 DO ROTHYJACKS CFA, AAS Palm Beach County Property Appraiser • Governmental Center - Fifth Floor 301 North Olive Avenue West Palm Beach, FL 33401 tel 561.355.3230 fox 561.355.3963 pbcgov.arg/papa ORDER#• DATE RECEIVED: REQUEST FOR DATA RUN OR PROPERTY INFORMATION NAME OF COMPANY AND/ OR INDIVMDUAL: ADDRESS: (PLEASE PRINT) i 1 TELEPHONE NUMBER(S): 5.D\ -r ".rte s E-MAIL ADDRESS: RADIUS - OPTIONAL - WHERE NEEDED, (INDICATE NUMBER OF FEET FROM STARTING POINT): PROPERTY CONTROL NUMBERS (PCN'S) - FOR VARIANCES: N -01 r (PLEASE PRINT) Fla 00' 2 6 6-4(0 ) "() PUBLIC RECORDS - DESCRIPTION OF RUN OR AREA REQUESTED: INDICATE AMOUNT NEEDED: VARIANCE REQUEST RADIUS MAP SETS Y. LABEL SETS OWNERS LIST _CD FORMAT (CSV) EXCEL FORMAT I, THE UNDERSIGNED, WISH TO ORDER THE ABOVE DESCRIBED DATA RUN; (ORDER WILL BE PROCESSED ONLY AS MARKED OR AS INDICATED ABOVE). I UNDERSTAND THAT I WILL BE RESPONSIBLE FOR ANY CHARGES INCURRED FROM PROCESSING THIS ORDER, OUR OFFICE MAY CALL YOU TO REQUEST PAYMENT IN ADVANCE OR NON-REFUNDABLE DEPOSIT BEFORE TKE WORK 1S PROCESSED CONTACT: PUBLIC SERVICE DEPARTMENT - VARIANCES PHONE: PROPERTY APPRAISER PUBLIC RECORDS 561.355.2881 FAX: 561.355.1528 EMAIL: pa-pubsvc@pbcgov.org (PRINT C TA ...NAME) (SIGN URE) 50 pm Sg k To -651c NORTH COUNTY SERVICE CENTER 3188 PGA Blvd., Suite 2301 Palm Beach Gardens, FL 33410 tel 561.624.6521 fax 561.624.6565 OFFICE USE ONLY P,,\ c=S `� = L (✓ Y / o 't7 paf 1 L 3sed 06/05)2019 MID -WESTERN COMMUNITIES SERVICE CENTER 200 Civic Center Way, Suite 200 Royal Palm Beach, FL 33411 tel 561.784.1220 fax 561.784.1241 SOUTH COUNTY SERVICE CENTER 14925 Cumberland Drive Delray Beach, FL 33446 tel 561.276.1250 fax 561.276.1278 PBC PROPERTY APPRAISER 301 NORTH OLIVE AVE WEST PALM BEACH, FL 33401 INVOICE# 5512 Closed to Cash Purchase DATE/TIME: 3/13/2020 10:51:02 AM CASHIER: Laura Stiefel STATION: 02 Item Count: 1 Labels Per Thousands -504 0.006 @ $5.00 $0.03 Print Lines Per Thousand -502 0.078 @ $2.50 $0.20 Variance - 8 1/2 x 11-520 1 @ $1.50 $1.50 Subtotal GRAND TOTAL $1.73 $1.73 Cash $1.73 Amt Tendered $1.73 Change $0.00 Location: Downtown Service Center Dorothy Jacks, CFA Palm Beath County Property Appraiser Notes: 10 20 40 60 Map Scale 60 Feet Produced on: 3/11/2020 Key Selected Parcels 100 300 _ 500 Others 200 MII 400 Page 1 of 1 3/11/2020 Property Appraiser GIS - PCN listing 1 Buffer: S 20434603050000130 Buffer:25 20434603050000120 20434603050000140 20434603050000150 20434603050000160 20434603050000170 Page 1 of 2 Property Appraiser GIS - Property Detail list by parcel control number Buffer: 20434603050000130 GANESH SELVA & 3268 N OCEAN BLVD DELRAY BEACH FL 33483 7347 Buffer: 25 20434603050000120 LYONS PAUL A JR & 2945 POLO DR GULF STREAM FL 33483 7331 20434603050000140 MAYER MARILYN G 2925 POLO DR DELRAY BEACH FL 33483 7331 20434603050000150 HOSKINS GEORGE A & 2900 GULFSTREAM RD DELRAY BEACH FL 33483 7308 20434603050000160 SHUBIN JOHN K & 2910 GULFSTREAM RD DELRAY BEACH FL 33483 7308 Acres 0.39 Value $ Taxbl $ Bldg $ Land $ 1,452,092.00 1,333,724.00 152,092.00 1,300,000.00 Acres 0.38 Value $ Taxbl $ Bldg $ Land $ 1,599,374.00 1,045,422.00 299,374.00 1,300,000.00 Acres 0.50 Value $ Taxbl $ Bldg $ Land $ 1,570,374.00 554,054.00 270,374.00 1,300,000.00 Acres 0.35 Value $ 1,424,382.00 Taxbl $ 932,368.00 Bldg $ 224,382.00 Land $ 1,200,000.00 Acres 0.32 Value $ 1,691,338.00 Taxbl $ 1,294,774.00 Bldg $ 491,338.00 Land $ 1,200,000.00 Sales instr WD Price $ 1,500,000.00 Date 6/14/2019 Book 30684 Page 389 Sales instr WD Price $ 10.00 Date 8/14/2007 Book 22043 Page 1374 Sales instr Price $ Date Book Page Sales instr WD Price $ 1,200,000.00 Date 11/18/2003 Book 16228 Page 3 Sales instr WD Price $ 10.00 Date 3/16/2018 Book 29757 Page 1919 MTG PUSE SINGLE FAMILY TaxDist 20984 PL OF GULF STREAM PROPERTIES LT 13 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV MTG PUSE SINGLE FAMILY TaxDist 20984 NAV 3/11/2020 PL OF GULF STREAM PROPERTIES LT 12 PL OF GULF STREAM PROPERTIES LT 14 PL OF GULF STREAM PROPERTIES LT 15 PL OF GULF STREAM PROPERTIES LT 16 SEASIDE BUILDERS 185 N.E. 4th Avenue Suite 104 Delray Beach, Florida 33483 T 561-272-9958 F 561-272-8941 www.seasidebuildersfla.com 2943 Polo, LLC 3/20/20 Atten: Town of Gulfstream ARPB Submittal — 2943 Polo Dr. Enclosed for your review: • ARPB Check • ARPB Application • Full Set of Plans Please contact me with any further questions. Thank you, Jessica L. Hazel Executive Assistant Seaside Builders, LLC 185 NE 4th Ave. Suite 104 Delray Beach, FL 33483 T: 561.272.9958 /F: 561.272.8941 %u1t' t.seasktebuilders/la.conz Rita Taylor From: Jessica Hazel <reception@seasidebuildersfla.com> Sent: Monday, February 17, 2020 9:53 AM To: Rita Taylor Subject: FW: 2943 Polo - NEW Project Proposal Request Attachments: _RJA-19-022_3420_Gulf_Stream_Rd_Full_Arch_ARPB_Submittal_06.07.19.pdf; 3420 _GU LFSTREAM_ROAD_HI_RES_FINAL jpg [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Good morning Rita, I would like to schedule a pre -app meeting with Rich and Tom. Please let me know your best availability. Project details below. Thank you, Jessica Hazel From: Jessica Hazel <reception@seasidebuildersfla.com> Sent: Monday, February 17, 2020 9:24 AM To: 'Rich Jones (rich@rjarchitecture.com)' <rich@rjarchitecture.com>; 'Gary Jones' <gary@rjarchitecture.com>; 'DBLAPInc@aol.com' <DBLAPInc@aol.com>; archtd@bellsouth.net; 'pengle@osobrien.com' <pengle@osobrien.com>; 'Joe Pike (jpike@envdesign.com)' <jpike@envdesign.com>; Brian Beckers <brian@envdesign.com> Subject: 2943 Polo - NEW Project Proposal Request Good morning, Please send over your proposals for Tom's review — 2943 Polo Dr. Gulfstream, FL. The house is the one we did for 3420 Gulfstream Rd. with minor changes. A new site plan and new approval process with Town required. Please see plans attached to reference the previous "3420 project". Details: (1) story single family home +/- 4,000 A/C Sq.ft. with detached 300 A/C Sq.ft. cabana. The home will be +/- 5,250 gross and include a 2 -car garage, loggia and covered entry. The structure will be CMU with piling foundation and wood roof trusses. Thank you. FV 1" v".2L Jessica L. Hazel Executive Assistant Seaside Builders, LLC 185 NE 4th Ave. Suite 104 1 Delray Beach, FL 33483 T: 561.272.9958 /F: 561.272.8941 wivviiw.seasidebuildersflar.coin From: Richard Jones, Architect <rich@rjarchitecture.com> Sent: Wednesday, February 12, 2020 8:41 AM To: Jessica Hazel <reception@seasidebuildersfla.com>; Joe Pike <ipike@envdesign.com>; Brian Beckers <brian@envdesign.corn>; Dave Bodker <dblapinc@aol.com>; Paul Engle <perigle@osobrien.com>; Gary Jones <gary@rjarchitecture.com> Subject: 2943 - aka - Project formally knows as 3420 Please send Jessica all your Prince, I mean Prints you have for The Project, formally known as 3420 Gulfstream Road to be used for new project 2943 Polo Drive for Seaside. see attached We are calculating re -mobilization fee's. Thanks, Rich Richard jOheS, MA Principal Richard Jones ARCHITECTURE 10 SE First Ave i Delray Beach, Fl 1 33444 Office 561.274.9186 1 Mobile 561.706.8706 rich t( riarchitecture.com ; www.riarchitecture.com Please consider the environment before printing this email. 2 r GULF STREAM ROAD PAVED Site Plan Scale. P=10' RICHARD JONES ■ ■ ARCHITECTURE lo SP EPST AVENUE l slmE ID, VAA2881.1 µ 1 1182.I0. GENERAL LOCATION MAP 3420 GULF STREAM ROAD GULF STREAM, FLORIDA SEASIDE BUILDERS 185 NE 4TH AVENUE SUITE#I04 DELRAY BEACH, FLORIDA 33483 II 1x j am. / rt LEGAL DESCRIPTION AA28001611I 182.10. ADDITIONAL SITE DATA STIE LOCATION CALF STREAM CORE 014TRICT LOT CIOYLRAGE PERVIOUS AREA e..v0cnn.l is seva0t*. .toA INVE.089 AREA e.lnw.n.l1: E.E Eon..wm COMMISSION A laor_ SETBACKS DESIGNER. ILI DRAWN BY: Gs, PLAN REVIEW: R2 SETBACX9 REQUIRED PROM. .114 SUBMITTAL 0.6.19 FRONT SETBACK 0' NAIR' I.-I•au..RFAPI SETBACK `ELOT woo*w WO Le TOWN OF GULF STREAM .055 LOT AREA 15.581502, 0 >NACRES EFFECTIVE ARRA ID .ID.w ACRES E.eo.EUAAA,. aa.D IEw NET 0 REVISIONS:s. C8UNOOVER 11,00wla Deo.El DaoET so„ 0SO.El 1ST FLOOR GOVERN, 80 FLOOR COVERED OM, 050 il 0 50, 0 50.FT 081.11831181 0 50, 0 SOFT 20090, SOO 50, SITE PLAN AZOITONAL LOOOLA AREA SFIECLAL RAM.. 0 60, 0 SO.FT 1750, ST SOFT TOT aaOORARE.MEmECIL 081, 050, 1,240 50, :8101".^ FIRST 20000 a 22 5.144 WO, TOTAL ALLOWABLE PARKA ...UAL SP- 1. TOTAL EAEEtaEA ROT sR. D8106oA.. L AC 02 NICAI GARDEN WALL W/ OATES rrr Cottage • Bath E 7111 Bath aD 15 X 38 Pool $ Arbor 7 4_ SUMMER KITCHEN n Bedroom Bedroom CLG 11,0. Bathroom IBC SM. \ OLD. 11,11 u' ATNAVO MU EJ 1 -Car Garage 1 1 1 1 1 Pool Deck 7 Loggia Great Room L, i 11 11 HOB 0,8 FLAT ER zig 11, 1:1- ILL! FLIEFOR. . Den aT Terrace CIO.NT: ,,<- —11;A FLAT NOR Fo�er M Butle T g IOOm 5 'iz.e M',E'�Eo BIa l+ .mil to I i' , 1 I II L ?I1 ASNAVB. r� Master Bath / Master ` Suite INVERTED HIP CLO. Dressing sr His CLG BI 11, 0,7r ATTIC H.. owder Hers Kitchen Floor Plan 1 -Car Garage clIrM,T•-1 1 1 L Scale. 3116"=1' P' RICHARD JONES ■ ■ ■ MI AIM IITECTURE AVENUE, STS NI nomoA .00161, 1132.01056 3 y�o "ha FLORIDA LICENSURE MITI 02600,0 COMMISSID DRAWN BY: GAI PLAN REVIEW: SUBMITTALS:ARAB 06.06.Is SUBMITTAL FLOOR PLAN A-1 r RICHARD JONES ■ ■ ■ ■ ARCHITECTURE III NZ ITRST AVENUE, SUITe w! DMA.. 0901A V-144 A_l Jl6 7I WW26 % 6OOIO A WWWRIARCIATECTURBCOM FLORIDA LICENSURE AA000I6Ii 1 ®xmn105R COMMISSION I/ DRAWN BY: PLAN REVIEW' RI SUBWITALS ROOF PLAN A-2 r I"1 RGGR E�Ev. z.� a th E agar-ra To_FlRILLktebO I7 e NOwl — o- East Elevation NS IN 11 West Elevation Scale: 3/16'=1'-0' Elira ,-0' 0 Scale: 3/16"=1'-0' RICHARD JONES ■ ARCIlI IEC'HIRE SE MST AVENUE SUITE Pr NAM ,vv.v FLORIDA L !CENSURE: AA26a0161, 1R36aa1a66 COMMISSION 4 1,0 DRAWN 13, GM PLAN REVIEW, R, SUBMIITAL BUILDING COLOR ELEVATION NOTES BUILDING COLOR. SHERWIN w1uIAEIS TOW PURE MITE S1amERmwLwOcnrc COLORaowER- BENJAMIN MOORE NCI IS GEORGIAN GREEN FRONT DOOR STArNED,A000 CROWN MO1O1NG,FASCM/SOFFTTISAM NG1wR.GETRIM-SNERWIN WILLIAMS MOS PURE WIVE INTERGRA r MEDIUM ORM' CEMENT ME WI MITERED EDGES AND RIDGES LIMIT FIXTURE r OVER 41. SMOOTH STUCCO BAND AT WINDOW AND DOOR HEAD AND SRL is L SMOOTHS-I/ICC° FINISH CROWN MOLONG WON SMOOTH STUCCO FINISH 0 I1 12. MASONRY REAM}, PRE-GAST CAP STEPPED CHIMNEY 16-11..1 r w. ALUM. EaNER*/ r STUCCO BAND ®TOP & BOTTOM W RECESS INTO BLOCK) EAST ELEVATIONS SMODIN STUCCO SANDING AT TOP OF TERRACE WALL IT MASONRY COLUMN VVIIN I` PROUD BASE WTI SMOOTH STUCCO FINISH L WOOD ARBOR DECORATIVEu REDSMRIER ALUMNUM GATES DECORATIVE FINIAL E FLUSH PANEL METAL DOCA.,KEN TRIM 1STANED) 11 f,6.WOOD POST WRMPPmWITH KEN TRIM RATH,• CI-IMEEREDCORNERS 6, PROUD SASE A-3 r ®_ a 1 1 1D - del -el North Elevation Scale: 3/16"=1'-0" T. NPa.NA./ TO. IAS.b II) DMGw) E° b R H D FlM SLR ELEV:SLAB IILBNuM", C� -0 o- South Elevation Scale: 3116"-1'-0' RICHARD JONES ■ ■ ■ ARCHITECTURE 10 SE FIRST wort ISA, 10, 1,FLPAV 111.11 011,11100 1,401 V ,612.0106 1 561,11 01v6 FLORIDA LICENSURE 0_551617 1 11126.11056 COMMISSION X 19-0,` DESIGNER IU DRAWN BY' PLAN REVIEW. 111 RDBMTTAL : ARys SIRLSITITAL BUILDING COLOR ELEVATION NOTES BURDINC COLOR - SHERWIN WILLIAMS 7003 PURE WI-IITE SHUTTESURAIUNVOATE COLOR/LOWER - BENJAMIN MOORE HCI IS GEORGIAN GREEN IMTERGRA EC MEDIUM GRAY CEMENT TILE W/ MITERED EDGES AND RIDGES SMOOTH STUCCO FINISH CROWN MOLDING WRA SMOOTH STUCCO FINISH LIGHT FIXTURE 2. OVER ',I" SMOOTH STUCCO BAND AT WINDOW ADO DOOR HEAD AND SRL FRONT DCOR STAINED WOOD CROWN MOLDING/FASCIAISOFFIDSMDINGIGARAGEITRIM - SHERWIN YALLIAMS 700S PURE WRITE 1r IT MASONRY PIER WITH PRE -CAST CAP ,a R.a, Tw.ALUM.LOUVER.2 STUCCO SAND C TOP & BOTTOM M RECESS INTOBLoclp 12, I MASONRY COLUMN WITH PROUD ..SE wrmsmooni STUCCO SINISH STEPPED CHIMNEY NORTH, SOUTH & WEST ELEVATIONS 2,M00114 STUCCO BANDING AT TOP OF TERRACE WALL V‘,000 ARBOR ALUMINUM GATES DECORATIVE ALUMINUM LOUVERED SHUTTER RUSH PANEL METAL DOOR .AZERTRIM (STAINED) DECORATIVE FINIAL WOOD POST WRAPPED WITH MEI( TRIM NCIII I. CHAMFERED CORNERS S PROUD SASE A-4 SEASIDE BUILDERS 185 N.E. 4th Avenue Suite 104 Delray Beach, Florida 33483 T 561-272-9958 F 561-272-8941 www.seasidebuildersfla.com 2943 Polo, LLC 3/20/20 Atten: Town of Gulfstream ARPB Submittal — 2943 Polo Dr. Enclosed for your review: • ARPB Check • ARPB Application • Full Set of Plans Please contact me with any further questions. Thank you, Jessica L. Hazel Executive Assistant Seaside Builders, LLC 185 NE 4th Ave. Suite 104 Delray Beach, FL 33483 T: 561.272.9958 /F: 561.272.8941 iriru .seasidebuildc:rti fla.cuin Town of Gulf Stream TOWN OF GULF STREAM, FLORIDA APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File # PART II. GENERAL INFORMATION To be completed by all applicants. A. Project Information I.A.1. Project/Owner Name: I.A.2. 4 .?c)v o tLC, Project Address: < -i4: 'rC>\0 et \l rn FL I.A.3. Project Property Legal Description: c -6u, 1rety I '►P k -e, 1 r 3 I.A.4. Project Description (describe in detail, including # of stories, etc.) .Dernp\tsh ostInc 1 1 Sci Ft S\fl' \Q, QTh (e ou- 'replace, us/ I.A.S. Square Footag- of New Structtui Jor Addition: - 1 • -F • Architectural style: Outp p I e�1 iuJr r, I�l�j I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete section B) Demolition of Structures (complete section C) Land Clearing (complete section D) Special Exception (complete section E) Variance (complete section G) Non-residential uses (complete Section F) I.A.7. Proposed F.F.E: B. Owner Information 1.8.1. Owner Address: 9- o Type of Foundation: lOrcaCkpr. ual 02- Naetoitkimc fe0c, I.B.2. Owner Phone Number: "-'t k a-7+3 cm % Fax: 1.6.3. Owner Signature: C. Agent Information a �y� I.C.1. Agent Name and Firm Name: c d6.11�''�06 l )L I.C.2. Agent Address: ,�� I.C.3. Agent Phone Number (0) al:✓✓✓��� r� T_ lq ell Fax I.C.4. Agent Signature: Official Use Only Pre -App Date: App Date: Com Date: Decision: Na✓ 4-4h El 164 ►. irct() RaCk t R1 ARPB Date: Recommendation: TC Date: Page 2 Application for Development Approval, Form ADA.32000 September 2004 Town of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre -application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1 In what zoning district is the project site located? eoficveckro Cat. \s lC- III.A.2. Is the project compatible with the intent of the zoning district ? Yes No Explain: IIi.A.3. Is the project consisten the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? No Explain: III.A.4. How are ingress and egress to the property to be provided? Qt •}'uo Vc, -ft 'p1 YEY II I.A.5. How are the following utilities being pr ce ded to the property? a. Stormwater Drainage On S 'Ate., tY. t-rec. -I (f' ut,� c b. Sanitary Sewer X�Sfit Y1[ t^C1 `j\ re,, t - 1 t ti C�t `t-n (q� -) c. Potable water d. Irrigation Water . e. Electricity f. Telephone g. Gas h. Cable Television III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) NjP PART IV. ADDITIONAL INFORMATION (1: n(05 SA1 Cocoa( Section A is to be completed by all applicants after pre -application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals/Requirements IV.A.1. Does the project involve area within fifty feet (50') of the Al A (North Ocean Boulevard) right-of-way? Yes "Yes", Section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? Yes No (If "Yes", Section C of this part must be completed.) IV.A.3. Does the project involve the clearing or the filling of any portion of an exi vacant lot or more than fifty percent (50%) of the landscape area of a developed lot? Yes No (If "Yes", Section D of this part must be completed.) IV.A.4. Does the project require approval of a Special Exception? Yes (If "Yes", Section E of this part must be completed.) IV.A.5. Is the pro' : t variance with any regulations contained in the Zoning Code? Yes No (; "Yes", Section G of this part must be completed.) Application for Development Approval, Form ADA.32000 Page 3 September 2004 Town of Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? NjA IV.B.2. Describe the need and justification for the ttdisturbance/addition: IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: 1 n1 V I A IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit )-UL �Q (�},� r\ IV.C.1. When are the existing structures to be demolished? Till \I L© ?CV & t�`N% W �,�1Q1e1 l IV.C.2. When are the proposed structures to be constructed? fi 2c� / IV.C.3. What is the landmark status of the structures to be demolished? 10(1\k, F6M11 QlK ICISz rl D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: ' I fk IV.D.2. Describe the need and justification for the removal/relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: (LOC1'034 s wcw.6 IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? prokuncel hape claw Oft Vovl m df( fr eeq IV.D.5. What replacement materials are proposed? t Application for Development Approval, Form ADA.32000 Page 4 September 2004 Town of Gulf Stream Pre -Application Checklist: Level 111 Owner's Name: Se a +-% ,J e 8(d r S Address: 2 q ./ Polo o PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre -application conference. A. Review and Approval Processes 1 N. Ocean Overlay Permit 2L�and Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. emolition Permit . Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review 9. Sign Review 0. Site Plan Review, Level III 1 Site Plan Revision 12. Special Exception Review 13. Subdivision Review 14. Variance Review 15 Rezoning Review 16. (Other) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL OF6CIAL EEl3 U$E ONLY REC .'"1",4,.,i? 1. Completed Development Application 110111k 2. Fee ofi 46+5-aor+ /1 U0 =( 5-4 xv 17 3. Generation Location Map (on site Plan) �,\/ 17 4. Site Plan (2 full size, 15 reduced to 11x17*) ✓ 17 5. Building Elevations (2 full size, 15 reduced*) 17 6. Floor Plans (2 full size, 15 reduced*) ) 17 7. Roof Plans (2 full size, 15 reduced*) �' 8. Perspective and/or Color rendering (Recommended for meeting) K(1) 1 9. Drainage Plan (if site is altered) 17 1 10. Landscape Plan (2 full size, 15 reduced*) 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition `(/\ 11. Septic Tank Permit 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17") eX/ 5‹ 15. Subdivision Plat 16. Concurrency Documents 6 17. Proof of Ownership (warranty deed) X r✓ 1 18. Agent Affidavit 19. List of Adjacent Property 0 ners )< Envelo2J 20. Property owners with' 5' 300' (s'tamped addresse) yj nve opes no urn a ress � l) 21. Property Owners Affidavit ✓ 1 Set 22. Photos of Existing Home (if applicable) � t 23. Construction Traffic Management Plan: Prior to Permit (1) 24. Damage Bond: ff 5,,bo Prior to Permit *NOTE: Where multiple copies of a drawing are required, two copies shall be an ongmat run s'ze (24" x 36") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17". Please refer to the instruction for more detailed information. X:IDEPUTY SHAREDtFormslBldg & 0cc Reg Dept Forms1Level 3 Pre-Appl. Cklst.docx Page 1 Page 2 of 2 Property Appraiser GIS - Property Detail list by parcel control number 20434603050000170 Acres 0.32 Sales instr WD MTG KRON ISABELLA & . Value $ 2,206,788.00 Price $ 2,550,000.00 PUSE SINGLE FAMILY 2930 GULFSTREAM RD Taxbl $ 1,950,421.00 Date 2/20/2015 TaxDist 20984 Bldg $ 1,006,788.00 Book 27366 DELRAY BEACH FL 33483 7308 Land $ 1,200,000.00 Page 1891 NAV 2950 Polo Drive 12960 Polo Dr. 3/11/2020 PL OF GULF STREAM PROPERTIES LT 17 1-(A l a u/ c -.r L9 . POE E i 14/✓1 0 S/A SSA 313-11-4(o Cyn7ta(/ cig(AMntc( VD 107 7E)irri J R_� 3o Sr 4- Ave di 331-2'-2) TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT Application #: 20-04 Address: 2943 Polo Drive Proposed Improvement: Approvals Requested: Land Clearing Permit: Demolition Permit: Level III Architectural/Site Plan: Gross Lot size: 15,589 sq. ft. Owner: 2943 Polo LLC Agent: Seaside Builders The construction of a one-story, 5,240 sq. ft. single- family Gulf Stream Bermuda style home, with 2, 1 car attached garages, a swimming pool and a 300 sq. ft. guest cottage. To clear the property for construction. NOTE: The landscape architect has a tree disposition list on page L-1 of the set of plans. To demolish all structures on the property. To permit the construction of a one-story, 5,240 sq. ft. single-family Gulf Stream Bermuda style home with 2, 1 car attached garages, a swimming pool and a 300 sq. ft. guest cottage. Effective Lot Area: 15,589 sq. ft. Proposed Total Floor Area: 5,240 sq. ft. Allowable: 5,534 sq. ft. Zoning District: RS -C First Floor Eave Height: 10' 6" Issues Considered During Review: Section 66-144 Standards: Regarding Level II & Level III architectural/site plan review Section 70-4 How to use this manual: Regarding Design Standards Section 70-67 Effective lot area Section 70-70 Floor area calculations Section 70-74 Setbacks Section 70-100 Roof and eave heights Section 70-187 Table of district standards Motions: Motion to recommend the approval of a land clearing permit to clear the land for construction. NOTE: The landscape architect has provided a tree disposition list on page L-1 of the set of plans. Motion to recommend the approval of a demolition permit to demolish all structures on the site. Motion to recommend the approval of a Level III Architectural/Site Plan based on a finding that the construction of a one-story 5,240 sq. ft. single-family Gulf Stream Bermuda style home with two (2), one (1) car attached garages, a swimming pool and 300 sq. ft. guest cottage meets the NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, MAY 28, 2020 AT 8:30 A.M., and the Town Commission will hold a Public Hearing on FRIDAY, JUNE 12, 2020 AT 9:00 A.M. These meetings will be conducted using communications media technology. The meetings can be accessed online via www.gotowebinar.com, including allowing for public comment. An application submitted by Thomas Laudani, Seaside Builders as agent for 2943 Polo LLC, owner of the property located at 2943 Polo Drive, Gulf Stream, Florida 33483, legally described as Lot 13, Plat of Gulfstream Properties, for the following: DEMOLITION PERMIT to remove all structures on the property located at 2943 Polo Drive. LAND CLEARING PERMIT to clear the property and prepare for the construction of a new dwelling at 2943 Polo Drive. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a Gulf Stream Bermuda style, 5,240 sq. ft., one-story, single family dwelling with 2, one car garages, a 300 sq. ft. guest cottage and a swimming pool. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. Interested persons may attend meetings online via the Town of Gulf Stream GoToStage Channel at https://gotostage.com/channel/048c213aeb944472ab203904e30ccbdd from their computer, tablet, or smartphone Interested persons may register as an attendee to participate in the meeting by going towww.joinwebinar.com. To receive additional information about these meetings, contact Renee Basel at (561)276-5116 or rbaseigulf-stream.orrg. Written or other physical evidence must be submitted via email to rbaseigulf-stream.org or faxed to (561)737-0188 no later than five (5) working days prior to the meeting. Public comments can also be emailed to rbasel@gulf-stream.org; faxed to (561)737-0188; or called in to (561)276-5116 no later than 8:00 a.m. the day of the meeting. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: May 8, 2020 TOWN OF GULF STREAM V.,t4 Rita L. Taylor Town Clerk NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, MAY 28, 2020 AT 8:30 A.M., and the Town Commission will hold a Public Hearing on FRIDAY, JUNE 12, 2020 AT 9:00 A.M. These meetings will be conducted using communications media technology. The meetings can be accessed online via www.gotowebinar.com, including allowing for public comment. An application submitted by Thomas Laudani, Seaside Builders as agent for 2943 Polo LLC, owner of the property located at 2943 Polo Drive, Gulf Stream, Florida 33483, legally described as Lot 13, Plat of Gulfstream Properties, for the following: DEMOLITION PERMIT to remove all structures on the property located at 2943 Polo Drive. LAND CLEARING PERMIT to clear the property and prepare for the construction of a new dwelling at 2943 Polo Drive. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit the construction of a Gulf Stream Bermuda style, 5,240 sq. ft., one-story, single family dwelling with 2, one car garages, a 300 sq. ft. guest cottage and a swimming pool. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. Interested persons may attend meetings online via the Town of Gulf Stream GoToStage Channel at https://gotostage.com/channel/048c213aeb944472ab203904e30ccbdd from their computer, tablet, or smartphone Interested persons may register as an attendee to participate in the meeting by going towww.joinwebinar.com. To receive additional information about these meetings, contact Renee Basel at (561)276-5116 or rbasel@gulf-stream.org. Written or other physical evidence must be submitted via email to rbasel@gulf-stream.org or faxed to (561)737-0188 no later than five (5) working days prior to the meeting. Public comments can also be emailed to rbasel@gulf-stream.org; faxed to (561)737-0188; or called in to (561)276-5116 no later than 8:00 a.m. the day of the meeting. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: May 8, 2020 TOWN OF GULF STREAM /L4 Rita L. Taylor Town Clerk TOWN OF GULF STREAM 100 SEA RD GULF STREAM FL 33483-7427 999 999 0.9 999 .19V .991. 999 ES 7!4 ..M BCH • Ft_ 33`i'.. • 15 MAY 2020 PM i. 2943 POLO LLC 2943 POLO DRIVE GULF STREAM VERQ USA ? Vie"Iz s9 RE TURN "0 SEA_DER NO SUCH U MESA F b R AS E T; "',i1.:rR 4.A .:D ,.� _. .. ,i.may•si..• ... ..2:,r _..0 Zr Vs 4:1 — 334"t'6t.."->733/::r3 9i"7ti11"1" I'i ii}tt'1111 11111\11i5d1'i1 11111111111"11